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HomeMy WebLinkAboutPermit D10-119 - T-MOBILE USA - EQUIPMENT PLATFORM AND RADIO CABINETT -MO I ILE USA 130 AN OVER PK E EXPIRED 06-20-11 D10 -119 City d1/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 0223100040 Address: 130 ANDOVER PK E TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10 -119 Issue Date: 06/25/2010 Permit Expires On: 12/22/2010 Tenant: Name: T- MOBILE USA Address: 130 ANDOVER PK E , TUKWILA WA Owner: Name: PUGET SOUND BLOOD CENTER Address: DIRECTOR OF ADMINISTRATION , 921 TERRY AVE 98104 Phone: Contact Person: Name: GARY ABRAHAMS Address: PO BOX 1557 , BOTHELL WA 98041 Phone: 206 - 349 -4279 Contractor: Name: LEGACY TELECOMMUNICATIONS INC Address: 7108 -B PIONEER WAY , GIG HARBOR WA 98335 Phone: 253 858 -0214 Contractor License No: LEGACTI005KD Expiration Date: 05/21/2011 DESCRIPTION OF WORK: REPLACE EXISTING EQUIPMENT (T- MOBILE EQUIPMENT) PLATFORM ON ROOF OF BUILDING & REPLACE (1) RADIO CABINET WITH A NEW CABINET Value of Construction: Type of Fire Protection: Type of Construction: $35,000.00 Fees Collected: $1,215.02 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** doc: IBC -7/07 D10 -119 Printed: 06 -25 -2010 City oPTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -119 Issue Date: 06/25/2010 Permit Expires On: 12/22/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Lail '3i, Date: la- .)-S -1 V I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of t construction or Signature: Print Name: does not p rmance of w e authority to violate or cancel the provisions of arty other state or local laws regulating thorized to sign and obtain this development p�� / Date: ` 49 {j6rak,nA4 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -7/07 D10 -119 Printed: 06 -25 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0223100040 Address: 130 ANDOVER PK E TUKW Suite No: Tenant: T- MOBILE USA PERMIT CONDITIONS Permit Number: D10 -119 Status: ISSUED Applied Date: 05/06/2010 Issue Date: 06/25/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the doc: Cond -10/06 D10 -119 Printed: 06 -25 -2010 • • �wqs City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us following concerns: 15: If not already present, install a clearly labeled, readily accessible power shutoff switch. 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 24: ***PLANNING CONDITIONS * ** 25: Per TMC 18.58.070(7), the cabinet and other new equipment to be installed with this permit shall be of a neutral color that is identical or closely compatible with the color of the building so as to make the cabinet as visually unobtrusive as possible. * *continued on next page ** doc: Cond -10/06 D10 -119 Printed: 06 -25 -2010 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htip://www.ci.tulcwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the pe .' rmance of work. Signature: Print Name: 71 p awl Date: doc: Cond -10/06 D10 -119 Printed: 06 -25 -2010 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www.ci.tukwi/a. wa. us Building Permit No. 1O_ lt Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 130 AnJ of ;1. (o. - ` Sets+ Tenant Name: I ko to 1 4� t j A Property Owners Name: 7I &' k £QS +� c s e LL-C. -1- Mailing Address: C/0 rOVI Woo& �-r mIe 4- st4eAvr.'t I ST City King Co Assessor's Tax No.: 02:231 00040 Suite Number: Floor: New Tenant: ❑ Yes KNo 70014' 5+ SIioYe. i WAii133 State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 6 Mailing Address: 'Po X jS 150 City rOAuNk,S Day Telephone:ZOb E -Mail Address: J A-rj • a.braliVti Ks°o feiCO C-oN y'Z State Zip Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 11$ 0 Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD. - All plans must be wet stamped by Architect of Record Company Name: -L 1110 (44,S Mailing Address: -16 0 7 g64" A N Contact Person: tJ J -rkoy V E -Mail Address: ,Svil12 WA 18210 State Zip Day Telephone: O G- 851 - l I O k. Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: P11217o5 ;nom; -0ox 2J L-yNn oteete W A 9 W3C City State Zip Contact Person: Fraing UV 0 Day Telephone: 2-06- o- Z3`t" 133 ' E -Mail Address: l) N Q U C. 1 ea, rA I n k. y ,L Fax Number: Li-2-c- g 3 b( H:Wpplications\Fotms- Applications On Line4009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 Page 1 of 6 bh BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 3 000 — Existing Buildi ng ing Valuation: T$ WC." � S+3 uiptwavt. of Work (please provide detailed information): P 11 OVvewt- pfafftwam ov► Qoo f- a C l - � Madf � 0_ 1 tb o W a NeJ CJ, i e - . Will there be new rack storage? ❑ Yes . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 1 / " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplicat ions\ Forms- Apphcanons On Irne:1009 Appltcanons \I -2009 - Permit Applicanon.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure . New Type of Construction per IBC Type of Occupancy per IBC • lg Floor 2"d Floor -' .. 3'd Floor ' Floors Basement Accessory Structure* • Attached Garage Detached Garage • Attached Carport Detached Carport Covered Deck • • Uncovered Deck • PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 1 / " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplicat ions\ Forms- Apphcanons On Irne:1009 Appltcanons \I -2009 - Permit Applicanon.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PE Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: HORI Print Name: Mailing Address: 776 )C. /53 Date: 515-1/0 Day Telephone:, 06 AVT ¥Z7Y" City state Zip Date Application Accepted: 5-1 L O Date Application Expires: (' 10— / r) Staff Initials: H:\Applications\Fonns- Applications On Line\2009 Applications \1.2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 • • wq� City of Tukwila ti Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: hltp: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0223100040 Permit Number: D10 -119 Address: 130 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 05/06/2010 Applicant: T- MOBILE USA Issue Date: Receipt No.: R10 -01169 Initials: User ID: Payee: WER 1655 Payment Amount: $738.15 Payment Date: 06/25/2010 01:51 PM Balance: $0.00 T- MOBILE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1810795 Payment Check 176374 Authorization No. ACCOUNT ITEM LIST: Description 481.37 256.78 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 733.65 640.237.114 4.50 Total: $738.15 PAYMENT RECEIVED For Deposit only 153501052069 doc: Receiot -06 Printed: 06 -25 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 0223100040 Address: 130 ANDOVER PK E TUKW Suite No: Applicant: T- MOBILE USA RECEIPT Permit Number: D10 -119 Status: PENDING Applied Date: 05/06/2010 Issue Date: Receipt No.: R10 -00788 Initials: User ID: WER 1655 Payment Amount: $476.87 Payment Date: 05/06/2010 03:50 PM Balance: $738.15 Payee: TELCO PACIFIC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6034 476.87 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 476.87 Total: $476.87 PAYMENT RECEIVED doc: Receiot -06 Printed: 05 -06 -2010 P STRUCTURAL CALCULATIONS FOR I: S ,UIPMENT PLATFORM FOR: 0• T- 1V10BILE: PARK EAST UMTS (SE04001A) If. "'' }^ 130 ANDOVER PARK E. TUKWILA, WA 98188 SUBMITTED TO: n- ADAPT ENGINEERING, INC. 615 8TH AVE. S SEATTLE, WA 98104 PYRGOS ENGINEERING PROJECT NUMBER: 02004.137 ADAPT ENGINEERING, INC. PROJECT NUMBER: WA09- 15813 -STR DIO •11 DATE: MAY 5, 2010 DESIGNED BY: REVIEWED FOR CODE COMPLIANCE APPROVED JUN 11 2010 City of Tukwila BUILDING DIVISIMI /VP/ / ENGINEERING POST OFFICE BOX 2156 LYNNWOOD, WA 98036 P: (206) 234 -7336 F: (425) 774 -8366 E -MAIL: unocicl @earthlink.net ECEIVED MAY 06 2010 PERMIT CENTER POST OFFICE BOX 2156 LYN N WOOD, WA 98036 P: (206) 234 -7336 ENGINEERING F: (425) 774 -8366 LETTER May 5,2010 Adapt Engineering, Inc. Attn: KV Lew 615 8114 Ave. S Seattle, WA 98104 Re: T- Mobile Park East SE04001A Adapt Engineering, Inc. Project Number WA09- 15813 -STR Dear Mr. Lew: This letter summarizes our findings for the proposed T- Mobile equipment cabinet upgrade project located at 130 Andover Park East; Tukwila, WA 98188. A previous structural analysis has determined that the roof beam below the existing equipment cabinets is overstressed when subjected to the loading required by the building code in the receiving jurisdiction. To mitigate any additional loading on the roof beam, a steel platform has been designed span over the beam to existing columns points. The platform has been designed to support one Purcell cabinet (2700 lb) and two Ultrasite cabinets (740 lb each). See sketches SKI, SK2 and SK3 for equipment platform details. If you have questions or comments regarding any item in this letter please feel free to contact me at (206) 234 -7336. Sincerely, Frank R. Unocic, PE, SE Pyrgos Engineering, PLLC STRUCTURAL DESIGN FOR. RESIDENTIAL AND COMMERCIAL PROJECTS equipment platform plan t-mobile park east NticE ca4f- AGrce- S4A4-1- NSE E c..gl.Gee. R eR- i pof - CON( • I- *(U. pop ANDS 9:1 'CHAT Ali- C:• WALL ANTIeS p.EN1 A C1 1bP 3/Ib tni fez- MAN( /Ib o 43)_ s 3/It «)-C4' •.spy 5'8' +x(o" Y ws. at- I Fft- 8X6 S&.EGf z- ` eg,'LAt Eic. fi.H5C I41r Ex • ME-1—AL b ct- alet Z. MSS ,!e-A /..101 /L- 2wj•. Cc 4C 5/ x'k`uEP €2- SG.I. -eNTS 11 11. 5/644 , ,L -TN FD t20p @ IZ`o.c, Li"M2N•Cf•1Sep• Piltcl/ ENGINEERING POST OFFICE BOX 2156 LYNNWOOD. WA 98036 P:(206) 234 -7336 F:(425) 774 -8366 PROJECT tb4 K.I�1 J wa 9 8188 TIRE 1 ipi.„N DATE iJ VIA 0 PROJECT NO. 02,4*.157 SCALE 4c•att -o BY Tl"14 CHECKED APPROVED SHEET NO. Sr-2. • ccr C3-7 toP ,kW P bbl Olf.ikkC By orfi t 1,146N 3) -51931 3/3400,7 > 7/ / /J7// // /iii // c4: N T- s . Isi4d/ ENGINEERING POST OFFICE BOX 2156 LYNNWOOD, WA 98036 8:(206) 234 -7336 F:(425) 774 -8366 PROJECT /-4,401141,6 4 Z- 6 ISr %L)Li Col A A OJE - PALwE K-IndIA, WA 9 trb% TITLE SSC/I -T0 1 DATE 1/11/.10 PROJECT NO. 02404 • IS.1 SCALE AS Nob BY 1T"+ CHECKED APPROVED SHEET NO. PROJECT DESCRIPTION AN EX. OFFICE BLDG. IS BEING USED TO SUPPORT ROOFTOP EQUIPMENT CABINETS. PREVIOUS ANALYSIS OF THE EX, ROOF BEAM BELOW THE CABINETS SHOWS THAT IT 15 OVERSTRESSED FOR THE CURRENT CABINET LOADING. PRIOR TO UPGRADING THE CABINET CONFIGURATION TO SUPPORT (1)- PVRCELL CABINET (2700 LB), AND (2)- ULTRASITE CABINETS (740 LB EA.) A PLATFORM IS TO BE DESIGNED TO TRANSFER LOADS DIRECTLY TO EX. COLUMNS. SCOPE OF WORK 1. SIGNED AND SEALED FEASIBILITY LETTER FOR PROPOSED EQUIPMENTCABINETADDITION. 2. HAND DRAWN SKETCHES FOR EQUIPMENT PLATFORM DESIGN. DESIGN LOADS ANALYSIS AND DESIGN SHALL BE PER 2006 INTERNATIONAL BUILDING CODE FOR THE FOLLOWING LOADS: GRAVITY LOADS; ROOF FRAMING PL: 10 PSF ROOF FRAMING LL: 25 PSF (SNOW) PROPOSED CABINETS (1)- PVRCELL CABINET@ 2700 LB (2) -NOKIA ULTRASITE CABINETS @ 740 LB TOTAL CABINET DL: 4180 LB SUMMARY A PREVIOUS STRUCTURAL ANALYSIS SHOWS THAT THE EX. ROOF BEAM BELOW THE EX. CABINETS 15 OVERSTRESSED. TO AVOID ADDING LOADING TO THE EX. BEAM A STEEL PLATFORM HAS BEEN DESIGNED TO SPAN OVER THE BEAM TO EX. COLUMN POINTS. SEE SKETCHES SK1 -SK3 FOR. PLATFORM DETAI LS. THIS DESIGN 15 IN ACCORDANCE WITH THE 2006 IBC AND ASCE 7 -05. Isibl€U, ENGINEERING POST OFFICE BOX 2156 LVNNWOOD, WA 98036 P:(206) 234 -7336 F.(425) 774 -8366 PROJECT T- MOBILE PARK EAST UMTS 5E04001A 130 ANDOVER PARK E. TUKWILA, WA 98188 TITLE SUMMARY DATE 5/5/2010 PROJECT NO. 02004.137 SCALE NONE BY FRU CHECKED APPROVED SHEET NO. 4/ ASCE 7 -05 WIND LOADS ON OTHER STRUCTURES LAST UPDATED: A GUST : 20 F = gz•G•Cf'Af (EQUATION 6 -28) qz = 0.00256'Kz'Kzt'. • "'1 (EQUATION 6 -15) Kz 0.79 VELOCITY PRESSURE COEFF. PER SECTION 6.5.6.6 AND TABLE 6 -3 Kzt TOPOGRAPHIC FACTOR PER. SECTION 6.5.7.2 Kd 0.9 WIND DIRECTIONALITY FACTOR PER SECTION 6.5.4.4 AND TABLE 6 -4 V 85 BASIC WIND SPEED (MPH) 1.15 IMPORTANCE FACTOR PER SECTION 6.5.5 AND TABLE 6 -1 qz 15.12 PSF G Cf 0.85 1.4 GUST EFFECT FACTOR PER SECTION 6.5.8 NET FORCE COEFFICIENT PER FIGURES 6 -20 THRU 6 -23 FIGURE 6 -21 USED FOR THIS CASE p = gz•G•Cf (DESIGN WIND PRESSURE) P 18.00 PSF ENGINEERING POST OFFICE BOX 2156 LYNN WOOD. WA 98036 P:(206) 234 -7336 F:(425)774 -8366 PROJECT T- MOBILE PARK EASTSE04001A 130 ANDOVER PARK E. TUKWILA, WA 98188 TITLE WIND LOADING ON EQUIPMENT CABINETS DATE 5/5/2010 PROJECT NO. 02004.137 SCALE NONE BY FRU CHECKED APPROVED SHEET NO. z� SITE INPUT LAT. LONG. Ss 51 Fa Fv Srns Sm1 54s 541 ap Rp Ip z/h ASCE 7 -05 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS LAST UPDATED: SEPTEMBER 24, 2008 47.46 - 122.25 1.42 0.49 1.00 1.51 1.42 0.74 0.95 0.49 1.50 2.50 1.50 1.00 LATITUDE OF BUILDING SITE LONGITUDE OF BUILDING SITE MAPPED SPECTRAL ACCELERATION FOR SHORT PERIODS MAPPED SPECTRAL ACCELERATION FOR (1)- SECOND PERIOD SITE COEFFICIENT PER TABLE 11.4 -1 SITE COEFFICIENT PER TABLE 11.4 -2 MAX. CONSIDERED EARTHQUAKE SPECTRAL RESPONSE PARAMETER PER EQ. 11.4-1 MAX. CONSIDERED EARTHQUAKE SPECTRAL RESPONSE PARAMETER PER EQ. 11.4-2 DESIGN SPECTRAL ACCELERATION PARAMETER PER EQ. 11.4 -3 DESIGN SPECTRAL ACCELERATION PARAMETER PER EQ. 11.4-4 COMPONENTAMLIFICATION FACTOR PER TABLE 13.6 -1 COMPONENT RESPONSE FACTOR PER TABLE 13.6 -1 COMPONENT IMPORTANCE FACTOR PER SECTION 13.1.3 HT. IN STRUCTURE OF POINT OFATTACHMENT /AVERAGE ROOF HT. 'NOTE: USE z/h = 1.0 FOR EQUIPMENT AT ROOF LEVEL. EQUATION TO BE USED Fp = 0.4'ap'Sds'Wp'(1 +2z/h) /(Rp /Ip) (EQUATION 13.3 -1) Fp,max = 1.6'Sds'Ip'Wp (EQUATION 13.3 -2) Fp,min = 0.3'Sds'Ip'Wp (EQUATION 13.3 -3) Fp 1.02 Wp (LRFD) OR 0.72 Wp (ASP) Fp,max 2.27 Wp (LRFD) OR 1.59 Wp (ASP) Fp,min 0.43 Wp (LRFD) OR 0.30 Wp (ASP) Fp,design 1.02 Wp (LRFD) OR 0.72 Wp (ASP) PsMOS ENGINEERING POST OFFICE BOX 2156 LYNNWOOD, WA 98036 P:(206) 234 -7336 F:(425) 774 -8366 PROJECT T- MOBILE PARK EAST5E04001A 130 ANDOVER PARK E. TUKWILA, WA 98188 TITLE SEISMIC LOADING ON EQUIPMENT CABINETS DATE 5/5/2010 PROJECT NO. 02004.137 SCALE NONE BY FRU CHECKED APPROVED SHEET NO. 5/ LATERAL LOADING ON EQUIPMENT CABINETS LAST UPDATED: SEPTEMBER 24, 2008 CABINET PROPERTIES CABINET WEIGHT I (FT) w (FT) h (FT) PURCELL 2700 2.5 2.5 7 ULTRASITE 740 2.5 2.2 6 ULTRASITE 740 2.5 2.2 6 TOTAL WEIGHT SEISMIC LOADING 4180 LB CABINET EQ. COEFF. (LRFD) Fp (LRFD) Fp PERP. TO 'I' DL C T DL Fp PERP. TO 'w' C T PURCELL ULTRASITE ULTRASITE 1.02 1.02 1.02 2760.48 756.58 756.58 1350.00 370.00 370.00 3864.67 1031.69 1031.69 - 3864.67 - 1031.69 - 1031.69 1350.00 370.00 370.00 3864.67 907.89 907.89 - 3864.67 - 907.89 - 907.89 WIND LOADING CABINET Fp PERP. TO 'I' Fp PERP. TO 'w' Fw (ASD) DL C -r Fw (ASD) DL C T PURCELL ULTRASITE ULTRASITE 314.94 269.95 269.95 1350.00 370.00 370.00 440.92 368.11 368.11 - 440.92 - 368.11 - 368.11 314.94 237.56 237.56 1350.00 370.00 370.00 440.92 285.07 285.07 - 440.92 - 285.07 - 285.07 P 18.00 PSF (ASD) fcizititS ENGINEERING POST OFFICE BOX 2156 LYNNWOOD, WA 98036 P.(206) 234 -7336 F:(425) 774 -8366 PROJECT T- MOBILE PARK EASTSE04001A 130 ANDOVER PARK E. TUKWILA, WA 98188 TITLE LATERAL LOADING ON EQUIPMENT CABINETS DATE 5/5/2010 PROJECT NO. 02004.137 SCALE NONE BY FRU CHECKED APPROVED SHEET NO. Cii64.6-eszS -4'0469 S'r6t.e • F(,atA V6sr j 0X441-1 �''rt fS 4f Arf 40.4 /840 faZ C io, c - F 4 "o1* pafsr. S 'M= it ?-6'9 pig > M#U' -,, 1yt10 Ft -�i Vas 1..1u fols, ,/,40060, CAtutovt wZ t. "'' 4-45tr, AL t 1 I r- 4.0tek Z S� c. IVO . totn te} Ly15141A M1'^'"` 3o6V6 FT -t�1'z \,j w� (j6ps6nt}7/5-14/LXc1) 6e> L - t tlo'L-f. F- /D r. 231-41t1. r Y^ 16 (LA 11.0,) y'36914 Mp1.1-4ev=311- 1o1.1-4,3cam% > trN Sit a A ktAidt6 ow tuy4( tom- /6b4 -? Mfl- �_ /o'c.0,,4 $), fs Aral- 4P 1T o re-an el -CS 6x. k, /� 15M/ ENGINEERING POST OFFICE BOX 2156 LYNNWOOD. WA 98036 P.(206) 234 -7336 F.(425) 774 -8366 PROJECT -r....A Qti g. ro., 1• sI ot1 4 11A 1-, CM e1 tc TITLE DATE c taib PROJECT NO. aZaY. I3�} SCALE BY CHECKED APPROVED FAAA SHEET NO. r/ STANDARD LOAD TABLE LONGSPAN STEEL JOISTS, LH- SERIES Based on a Maximum Allowable Tensile Stress of 30 ksl .1 Adopted by the Steel Joist Institute May 25, 1983, Revised to May 2, 1994 - Effective September 1, 1994 The black figures in the following table give the TOTAL safe uniformly- distributed Toad- carrying capacities in pounds per linear foot, of LH Series joists. The weight of DEAD Toads, including the joists, must in all cases be deducted to determine the LIVE load- carrying capacities of the joists. The approximate DEAD load of the joists may be determined from the weights per linear foot shown in the tables. The RED figures in this load table are the LIVE loads per linear foot of joist which will produce an approximate deflection of 1/360 of the span. LIVE loads which will produce a deflection of 1/240 of the span may be obtained by multiplying the RED figures by 1.5. In no case shall the TOTAL load capacity of the joist be exceeded. This load table applies to joists with either parallel chords or standard pitched top chords. When top chords are pitched, the carrying capacities are determined by the nominal depth of the joists at center of the span. Standard top chord pitch is 1/8 inch per foot. If pitch exceeds this standard, the load table does not apply. This load table may be used for parallel chord joists installed to a maximum slope of 1/2 inch per foot. Where the joist span is equal to or greater than;`': the span corresponding to the RED SHADED.area of the load table, the row of bridging nearest the mid. span shall be diagonal bridging with bolter t. connections at chords and intersection. Hoist(no' � cables shall not be released until this row of bolted diagonal bridging is completely installed, = Where the Joist span is equal to or greater. than. ' the span corresponding to the BLUE SHADEI area of the load table, all rows of bridging shall bg diagonal bridging with bolted connections at chord's: . ` ° When holes are required in top or bottom chords,..ti carrying capacities must be reduced in proporti`ort'.: reduction of chord areas. The top chords are considered as being •stay laterally by floor slab or roof deck. The approximate joist weights per linear foot shoii°i these tables do not include accessories: it" ;° I':•..I . 1. Approx. V. N Lbs. per �I �:ri PdsotOrdh Depth . ... SAFE LOAD' 1 .ljl.,- !°;1{' fi - SPAN IN FEET :'tween • -- 21 -24 25 26 27 28 29 30 31 32 33 34 35 ;., 136 325 153 375 179 418 195 469 222 540 246 598 266 38 — 124 308 141 355 164 396 180 444 204 512 226 566 245 VIIIMIIMOPEM 11, . f �, n ;. ` ?. •18LH05 �.. • '' '', H;',. •1 , v41 1 u ?. ,i.. h 18LH02 • ■ Ia 18LH04 18LH08 18LH07 18LH08 18LH09 10 12 15 15 17 19 21 18 18 18 18 18 18 18 18 12000 13300 15500 17500 20700 21500 22400 24000 468 . 521 348 604 403 684 454 809 526 840 553 876 577 936 616 442 493 317 571 367 648 414 749 469 809 513 843 534 901 571 418 259 289 535 329 614 378 696 419 780 476 812 496 868 527 391 234 'IV: 262 500 296 581 345 648 377 726 428 784 462 838 491 367 212 236 469 266 543 311 605 340 678 386 758 427 810 458 345 193 213 440 242 508 282 566 307 635 349 717 387 783 418 324 175 194 413 219 476 256 531 280 595 317 680 351 759 380 306 160 177 388 200 448 233 499 254 559 288 641 320 713 346 161 365 182 421 212 470 232 526 264 604 292 671 316 .. 148 344 167 397 195 443 212 496 241 571 267 633 289 22 -24 25 28 27 28 29 30 31 32 33 34 35 38 37 38 3% `" u ' '•R , 20LH02 20LH03 20LH04 20LHO5 20LH08 20LH07 20LH08 20LH09 20LH10 10 11 12 14 15 17 19 21 23 20 20 20 20 20 20 20 20 20 11300 12000 14700 15800 21100 22500 23200 25400 27400 442 306 469 337 574 428 618 459 822 606 878 647 908 669 990 729 1068 786 437 303 463 333 566 406 609 437 791 561 845 599 873 619 953 675 1028 724 431 298 458 317 558 386 602 416 763 521 814 556 842 575 918 626 991 673 410 274 452 302 528 352 595 395 723 477 786 518 813 536 886 581 956 626 388 250 434 280 498 320 571 366 679 427 760 484 785 500 856 542 924 585 365 228 414 258 467 291 544 337 635 386 711 438 760 468 828 507 894 545 344 208 395 238 440 265 513 308 596 351 667 398 722 428 802 475 865 510 325 190 372 218 416 243 484 281 560 320 627 362 687 395 778 437 839 479 352 200 393 223 458 258 527 292 590 331 654 365 755 399 814 448 333 184 372 205 434 238 497 267 556 303 621 336 712 366 791 411 316 169 353 189 411 219 469 246 526 278 588 309 673 336 748 377 299 156 335 174 390 202 444 226 497 256 558 285 638 309 707 346 283 143 318 161 371 187 421 209 471 236 530 262 603 285 670 320 303 ;x289. 149 353 173' 399 192. 447 218 503 242 '225,r 572 264 636 296' .. 139 "t'129i'..,` ..330):7'32 16x4'.1 379'i 178. 425 202.7.1. 4}7�9457, 544 f.5t77 244Fr.227 604. ; 274 °2541:;,;; rIES 275' ;.'° ' .(3g. 1 ;4(}d1 '87:fi; t;`.� 575'i 44 147 Solution: Envelope PYRGOS ENGINEERING 1 T- MOBILE PARK EAST SE04001A FRU 02004.137 )14 "N8 I•40141- NAS *N10 i431p4S N16M $e1uj ' NI* ,z �N12 N6 As May 5, 2010 at 10:37 AM PLATFORMAd MAC w 4 Novas N��ly9 ' 'N10 Solution: Envelope PYRGOS ENGINEERING FRU -N8 12 7 -�N14 P45- h� 1.16 02004.137 T- MOBILE PARK EAST SE04001A May 5, 2010 at 10:38 AM PLATFORM.r3d Printed with FinePrint - purchase at www.fineprint.com 51.44■v 1,400: fp4S441 ou VS. Ps* - .017k/ft -.0 - .017k/ft - .017k/ft - .017k/ft - .017k/ft T- MOBILE PARK EAST SE04001A May 5, 2010 at 10:38 AM PLATFORM.f3tl Loads: BLC 3, SNOW LOAD Solution: Envelope PYRGOS ENGINEERING FRU 02004.137 T- MOBILE PARK EAST SE04001A May 5, 2010 at 10:38 AM PIATFORMJ3d Printed with FinePrint - purchase at www.fineprint.com 01 .018k/ft Loads: BLC 4, WLX Solution: Envelope PYRGOS ENGINEERING FRU 02004.137 T- MOBILE PARK EAST SE04001A May 5, 2010 at 10:39 AM PLAWORM.rad -.143k -.143k jt - .221k.4 .143k g:9/11(.22.1 .221k .018k/ft Loads: BLC 5, WLZ Solution: Envelope .018k/ft 088k ,--/ 43k.143k- _peak Q@r$I@k .143k Ik .143k PYRGOS ENGINEERING FRU 02004.137 T- MOBILE PARK EAST SE04001A May 5, 2010 at 10:39 AM PuhORM.rad Printed with FinePrint - purchase at www.fineprint.com G415146 Loads: BLC 6, ELX Solution: Envelope PYRGOS ENGINEERING FRU 02004.137 0 T- MOBILE PARK EAST SE04001A May 5, 2010 at 10:39 AM PLATFORM.(3d cp4i j9 44 444 - erid,) .189k .454kk .4541 .189k k k -454 ` k .454k -1:64354k 4k�9k454 `'LS331.93� 1.933k 142k/ft Loads: BLC 7, ELZ Solution: Envelope PYRGOS ENGINEERING FRU 02004.137 T- MOBILE PARK EAST SE04001A May 5, 2010 at 10:39 AM PLATFORM.(dd Printed with FinePrint - purchase at www.fineprint.com Company Designer Job Number PYRGOS ENGINEERING FRU T- MOBILE PARK EAST SE04001A May 5, 2010 10:40 AM Checked By: Global Display Sections for Member Calcs ,Max latest* SecaiOMfor Member t'.alr Include Shear Deformation tacit** WYrppta Area Load Mesh (in ^2) Merge Verret= -Cat) P -Delta Analysis Tolerance Wadi RI hada Hot Roiled Steel Code Cold Formed Steel Cade Wood Code Wood Tature Concrete Code Masonry Cadet 7 Yes 41.44 ' 144 0.50% AISC ASD 9th I AISI 99: ASD 7 ' NDS 91/97: ASD < 1QOFT 1 ACI 2002 I AASJC 05IIBF 06 ASL Number of Shear Regions Region Spacing Incrementjin) Biaxial Column Method Parme Bea Factor (PCA) Concrete Stress Block Use Cracked Sections Bad Framing Wamings Unused Fcraa Wamirros 14 PCA Load Contour 65 Rectangular ( Yee No IYee 1 a Footing Overturning Safety Factor Check Concrete $snaring Self Wt, Overburden in DL for Design Footing Concrete Weight Footing Concrete fc Footing Concrete Ec Footing Steel fy Minimum Steel Maximum Steel Footing Too Bar Footing Top Bar Cover Foatirlg Bottom Bar Footing Bottom Bar Cover Pedeaiat.Ber Pedestal Bar Cover Pedestal -Tres; 1.5 ;Yes. Yes 1.145 W!1 ^3 3 ksi 14000 ksi 60 ksi (0 -0018 0.0075 i#4 3 5 in 3.5 in 1#3 1.5 in 1 Hot Rolled Steel Properties - -_ -_ Lao' Elka9 G.lk€il N.0 _Jffl 41E5F1. Densrt ihr.3. Yiekaksxl 1 , A36 Gr.36 _ 29000 11154 .3 .65 .49 36 2 1 .� A572Gr50 1 29000 1 ° 11154 -1 3 r.` 65 [ 49 50 1 3 A992 29000 11154 .3 .65 49 50 4 1 . , A500Gr>42 1 29000. ; ...1 [ 3 -1 .55 1 xa .:.42 1 5 A500 Gr.46 29000 11154_ - .3 .65 .49 46 Hot Rolled Steel Section Sets Label- Share - TANI o4sign_L65t_ _Malang Design Ruleia A IY121 Ivy Ixn41 Izz_Gn41 J jm41 1 LONG BEAM W12X30 Beam Mat Flange A992 T i.ces ;�� 8.79 ! _201_ 238 46 2 B A44,1N12x2t3 Beene 11 1, - � - 11,2„ 3 INT. BEAM': W12X14 - Beam Vide Flange A292 TAI_ 4.16 2.36 88.6 .07 RISA -3D Version 8.0.0 [C:l..l..l.l..l..l..l.A 02004.137 Park East SE04001A ■PLATFORM.r3d[ Page 1 Company Designer Job Number PYRGOS ENGINEERING FRU 02004.137 T- MOBILE PARK EAST SE04001A May 5, 2010 10:40 AM Checked By: Hot Rolled Steel Desian Parameters _ Label Shape 1eth . r _1•41aUt1 J ---t 111,,J rnnp ho Kri Kzz Cm-ri Cm-� Cc y away twat 1 1 'LONG B_.' 4 Joint Coordinates and Temperatures _ X [tl) 1 N1 1.75 2 i12 .. .1.7S 3 N3 4.25 l- 4 # 144 4.25 i 5 N5 6 =1 N6 Y MI Z MI Temo1EL Detach From Diap... O 0 0 4 1 24 __J. 0 ,.I.. O 0 0 0 ... ;. 2i4 i it w....., 0 0 _ . - 0 0 _ O 4 0 1 0 . ,., . O 24 0 6 .24 0.,. _J..._. .._ i 7 N7 J NS 9 N9 10T N10 11 N11 X2.1 N12 13 N13 14 1 llt4 1.75 0 18 0 4:25 . J D 1 ...:1g 1 o 1 1 75 12 0 .425 1_ 0 1 . ; 12 i D.. 1.75 0 6 0 435, D ti i 0 i, Joint Boundary Conditions t LOC - _ -- -__ xfMal -___ YLkLmn____.. ZLkhnl XB utik3 11M1LY .H4L(k:Otra91.2RoLKft/radj- -- F - 1 N5 Reaction Reaction Reaction t 3 N3 Reaction Reaction Reaction . 446 Reaction v Rear on. t Reaction._- T. 4 „74 ., I 5 N7 Reaction Reaction Reaction 7 N4 Reaction Ruction Reaction Reachon� !, 1 6 :1 N2 R � z 1 l 8 1 4iB 1 R . ,aar m 1, Raactm j [ _ 1 ( 7 Member Primary Data _ Label !Joint J Joint ._K..kNC_ B�deg). Sasd�1Shans Type Desgn List Matenal Derwin Ruka 1 . 1 N1 N2 e B : - Wide Finn A Typical 2 , ,M2 143 T : ixl4.. -J L'LONG : (mgr Wide Flan A992 Typical 3 M3 N5 N6 END BEAM Beam Wide Flanae A992 Typical i 4 , - ...11)7 f- .,1 1 END,8E��,g� FI nesl.: .A992-4, Tyjicai 1 5 M5 N9 N10 INT BEAM Beam Wide Flange A992 Typical ,.: ,a . L, sit: ..r 1., w. .1 Burt R+. 4. , Illypical 7 I M7 N13 N14 INT. BEAM Beam ;Wide Flange A992 -. Typical Member Advanced Data Label 1 Release J Rabaae I int J 0n e(r 1 TIC ONv Physical TOM kwctive 1 Mt T Yes �4 ifs?` 3 M3 - ._ Yes *! RISA -3D Version 8.0.0 [C:l..l. l 1. .l..l..1..102004.137 Park East SE04001A1PLATFORM.r3d[ Page 2 Printed with FinePrint - purchase at www.fineprint.com Company Designer Job Number PYRGOS ENGINEERING FRU 02004.137 T-MOBILE PARK EAST SE04001A May 5, 2010 10:40 AM Checked By: Member Advanced Data (Continued) 4 Label I !Release ,LRateasa DAWILni -10ftsethol, T/C CM/ na..Wgeil TOM 1 inaciave ! M4 5 M5 Ye 61 ma T T T 11 1 7 J7 Yes Basic Load Cases @LC Desalt/ken _Category X Gravity Y.Gravity Z Gravity ..iatriL PizintDiatituteslAilaCMIL-5srlasal.- 1 , SELF WEIGHT DL -1 2 I EOUIPMENT DL 1 DI. -1' 4 4 I 1 12 -1- 1 T --1 3 SNOW I_DAD SL 7 4 1 WLX 1 WLX 1 1 i ! 24 -1 2 1- j 1 5 WLZ WLZ _._ 24 2 g___L __EX i ELX i ; 1 ,i_. „124] 2 1--- I- 1 7 ELZ ELZ 24 Member Distributed Loads (BLC 3 : SNOW LOAD) Member Label Wester) _StanttlatinausieIMIKLEntL_Maungurklktricl StailLocaltunithl ._Endl_ocatio1ri%1 1 M1 Y -.017 -017 0 0 2 1 M2 I Y 1 -.017 1 -.017 , 0104 3 M4 r -017 -.017 0 0 4 1 .M5 I Y 1 T....01.7 1 -.017 L 0 1 0 1 5 M6 Y -.017 -.017 0 0 6 t M7 f Y ___1, -017 -T -.017 0 T 0 1 7 M3 Y , -017 , _ -Q17 _ Member Distributed Loads (BLC 4 : WLX) Member Label 1 M1 2 . 112 Dim:van x 5.tenliairmaleantsr.f.ntkkannSurial.M4 Sian Lsrailicin(rillil _End_Laranienti6.141_ 018 .018 0 0 1 .018 I .018 a Member Distributed Loads (BLC 5: WLZ) Member Label Oicecbsgi 1 M3 2 I M4 I Z @lan_ktaarurudellstrid _,End MackerkakillitrLd StaniscalisegIAL _En6atiol8.%1 018 .018 0 0 1 .018 1 ; _a F Member Distributed Loads (BLC 6 : ELX) Mrxrftr Latrn _Clinackpe 1 M1 X 2 hL2 X ,SW___MagneaftilstrIcL,Enn_WirstunAIM1.0_ Swl_LucatienULYa__Emilscatss111141 036 .036 0 0 1 -Rao „aaa a 1 - a WOW Label Member Distributed Loads (BLC 7: ELZ) Dine Stig_Meig.n4Pcklikift-d ,End MaSP#2.1d SUlfili2kleedMil_ End LocaSontk.%1 1 M3 Z 142 142 0 0 2 1 ---- M4 1 x I .142 1 Company Designer Job Number PYRGOS ENGINEERING FRU 02004.137 T-MOBILE PARK EAST SE04001A May 5, 2010 10:40 AM Checked By: Member Point Loads (BLC 2: EQUIPMENT DO (Continued) ikkobsklaini_ Locaeonlk%1 5 M1 Y - 185_ 9 r[- 11:41 - '77 1115 a 17 Ja2. „ -.185 ..tt 41.5 9 M1 „ -.675 10 r .M2 .e.675 . 12 11 M2 Y -.675 14 12 r Y , 14.5 Member Point Loads (BLC 4: WLX) issacat../.1 MiNitail.a021__ Ditastlxt. _Magnetuslailsk40 c 1 M1 X 068 6 M2. , I X , ! '- -{ . , - .068 , , I 6 ' 3 ' M1 X .068 8.5 `,- 4 i M2 1 x. -. . _- i .068 . 1 8.5 5 M1 X 068 9 1 - 1 086 1 2_ 7 M1 X 068 115 i a T 142 1 x :- I-, .068 i 11.5 9 Mi X 08 12 t- 1 1 10 i 1,12 1 x ..., 1,.. ., 08 . 1 12 11 . M1 X 08 14 5 1 12 r M2 4 x , , 4 ,, 08 T 145 13 M1 ¥ .143 6 ! r , ----4----- i 15 ttit T yy ,„ .17 „ -_43 T 6 85 4184 M2 1- Y 4 . - -14433 i 85 17 M1 Y , 143 9 la 1 1442.___ 1 A.--1-,--.-14.1._ At , 19 ' M1 Y 143 115 20 4 M2 -1 Y J - 143 -1-- 11.5 il_ 1_ _ _ M1 i ¥ _ _ ,„..221 12 1 i 12 ' 23 fv11 Y 221 14 5 I 24 f 142. -.1 / .1- _ -.221 1 14.5 Member Point Loads (BLC 5: WLZ) MesalsklabaL LACecteL _ AlealeUdeaLM. Laca8onift.%1 1 ,_, _M1 Z .068 6 2.4 M2 r 2 j , _068 i 6 , 3 _, _M1 Z .068 8.5 ' 4 I M2 2 1 ,1018 5 Mi Z 068 9 , I .... 7 , __M_1_ Z .068 11 5 Member Point Loads (BLS 2: E_QUIPMENT DL) menteriaws__ _oxecton_ MaspituiteDi k-fta Locationiftlid_ 1 M1 Y -.185 6 M1 _ :185 8 RISA-3D Version 8.0.0 [C:I.A. „IAA .IA..1.02004.137 Park East SE04001XPLATFORM.r3d] ("4 Page 3 11 M1 08 M1 Z_ M1 RISA-30 Version 8.0.0 08 .143 -.143 143 8.5 ICA. I I 102004.137 Park East SE04001A1PIATFORM.r3d) Page 4 Printed with FinePrint - purchase at www.fineprint.com Company Designer Job Number PYRGOS ENGINEERING FRU 02004 137 T- MOBILE PARK EAST SE04001A May 5, 2010 10:40 AM Checked By:_ Member Point Loads (BLC 5 : WLZ) (Continued) MiLirni>w ._. ecten 20 1 M2 21 22 1 23 24 I M1 M2 M1 M2 Maccoude)k.k -18 143 221 .221 -.221 -.221 Member Point Loads (BLC 6 : ELX) AdamlierLabel. Dream_ Magnitude(k k -ft) - - -_ Locationtt 961 1 M1 X .189 6 5 i M2 ! X I 1�. , 6 3 M1 X .189 8.5 4 M2 X T .189s j 8.5 M1 X .189 9 M2 X 1 .189 ( 9 7 M1 X .189 11.5 8; M2 i X 1 189 . I 11.5 9 _ M1 X 69 12 10 1 M2 X l 69 i 12 11 __ M1 X 69 14.5 _12 1 M2 _X,_ 1 69 1 . 14 5._._..,:_ 13 M1 454 6 14 1 M2 Y -.454 3 6 15 , M1 Y .454 8.5 16 ,. M2 Y l -.454 L 8.5 17 M1 Y 454 9 19�. - Id2___ Y ' -.454. 9 19 M1 Y .454 11.5 20 1 M2 Y 1 -.454 11.5 21 M1 Y 1.933 - 12 22 : M2 Y i -1.933 i 12 23 M1 Y 1.933 14.5 24. _ M2 Y 1 - -1 933 14.5 Member Point Loads (BLC 7 : ELZ) 2 i 3 5 Member Label M1 M2 M1 1412 M1 M2 M1 M2 M1 M2 M1 M2 M1 7 9 10 1 11 12 1 13 14 1 15 16 17 18 19 1 20-1 21 Direction Z Z 1 Z Z 1 Z Z Z Z 2 Y Y. , Y M1 M1 M2 M1 M2 = M1 Magnitlde(Lk -'I Lorahon(1L %1 .189 6 189 7 6 189 85 .189 1 8.5. 189 9 189 .189 11.5 189 : I . 11.5 69 12 69 4 12 .69 14.5 69 14.5 .454 6 I Y s - -.454 8.5 454 -.454 1.933 9 9 115 �1t6 12 RISA -3D Version 8.0.0 [ C :l..l..l..1...1...l.1..W2004.137 Park East SE04001A1PLATFORM.r3dj Pape 5 Company Designer Job Number PYRGOS ENGINEERING FRU 02004.137 T- MOBILE PARK EAST SE04001A May 5, 2010 10:40 AM Checked By: Member Point Loads (BLC 7 : ELZ) (Continued) Member Label _23 M1 Y - Local o 1 t %l 14.5 L a 16-8 :4653 1 t t} i5i.1 1 i: 1_ _L i 1 4 1 1 1.. 1 1 ___I 8 .44. Y o 1 1-w2T: 1.- 1 1 1 }- 1 i 1- J IBC 1612 (a. Yes DL _ 1 WU('' -1 � 1teC 16U23s IY .. {. oil 1 114421_.1 I ; , I 1 ! 7 IBC 16-12 (b. Yes DL,_' 1 ELX', 7 81 16-121b Ys - � TTY r i 1Eli.z4 ;i t 1 1 1 1 d: 1 I j 1 g IBC 16-12 By ,Yeess� 7D -L 1 'ELX'' -.7 10 1I8C 16.12 (b.. *es i j I f3L T 1 JEL -_77 I 1 1 (' I 1 11 IBC 16-13 (c Yes DL 1 WLX 75 LL .75 LLS 75 SL .75 12 1iaC 16-13(c -4 'ear 1 1 t DL 1 1 1WIZ1 .751 LL 1 .75 iLLSI 75 LSI 1 -75 I Factor BLC _Fa1�r, BLC Factor BLC Fad 1 actor BLC Fxmr BLC Easdar, 1 i 1 i J 1 T 1, 1 -I 13 lac 16.13 (c . Yes DL 1 WLX' -.75 LL .75 LLS 75 5L .75 14 118C 16-13 (c.. 48.1 1 1 -•751 LL 1 .75 ILLS t .75 1 SLT _Z5 [ 4 1 1 .1 15 IBC 16-13(d Yes DL 1 ,ELX' .525 LL .75 LLS 75 .75 16 It8C 1613dd.. T1 DL. j 1 I> 525 [ LL 1 75 ILLS; 75 { 75 1 1 I I [ 1 17 IBC 16-13 (d Yes _ DL 1 ELX 525 LL 75 LLS 75 OL 75 18 IIec 16-13(c- �Yeeil -4. I DL I 1 [ELZ4 -.5261 11.: ( 75 ILLS; 75.SL 1,-Z5. -4 1 I . 19 IBC 16-14 (a) Yes DL 6 WLX' 1 �_ Iiec 1614091Yee F 1 DL I .6 1Wt4 1 4. --1 1 L 1 I .. I. F _1 21 IBC 16-14 (c) Ygs D .6 WLX -1 22 1IBC 16-14 id) FYes TOL .e Jwt.1 -1 C l { T 1 _ 23 IBC 16-15 (a). Yes DL 6 ELX .7 24 ;I8C 16-15(b) Ye6I '1 1.DL 1 6 1ELZI .7 1 1 1 { 25 IBC 16-15 (c) Ye DL .6 ELX - 7 216_ 1615 Yes T1xx I 6 Tlra� .aT -7 1 1 1 1 1_ .. t... 1 1 .,1 1 1 Z ( 3 1 Load Combination Design Dtai;nakan_ ASIF 1 IBC 16-8 3 IBC 16-12 (a) (a 1.33 4 18.12. .1.33 5 IBC 16-12 (a) (c 1.33 8 16- 12,0614 1.33 7 IBC 16-12 (b) (a 1.33 8 . 1 21bf (al 1.33, g IBC 1612 (b) (c 1.33 14 tI8C 16-121b)94, 1.33 11 MC16-13(c)(a 1.33 12180. 18 sfic)(Ii.t.33 13 IBC 16-13 (c) (c)l 1.33 C13 AB!F Service bet Roped C9.ka Fomw _ _W.Q CbeStele __ Yes Yes Yes 9 Yes__ BG 16 10 (t1 1-1 15 i f Yee- 1 Yea_ 1. Yea .I : Yea y . -Y _ 1.6 Yes Yes Yes Yes Yes t6 I j _'es T Yes r- . Yes Yes L Yes Yes Yes Yes Yes j, 1.8 1 j Yea _ Yes 1 Yes . 4 Yes 3r Yee 16 Yes Yes Yes Yes Yes 1 126. '1 1. Yes { Yes L Yes. I : , Les .1 Yes ' 1.6 Yes Yes T Yes Yes Yes 1- .1 S 1 Yea. 1, Yes 1 Yes Yes T Yes 1.6 Yes Yes Yes Yes Yes 1.5 ( Yes 1 Yes -4 ,-Yes - .1. Ye 1 6 Y s Yes Yes gs Yes 15 IBC 1613 (d) (a .33 1.6 ,ia eitaw .4s .1:33.. 17 IBC 16-13 (d) (c 1.33 1.6 19 IBC 16-14 (a)f 1.33 1 6 1'211130.1,130..- ; < -s 21 ::I8 16-14 1.3 1.6 RISA -3D Version 8.0.0 Ye Yes Yes_ Yes Yes Yes Yea -- k..ttYdss,.. :.. Yaw Yes Yes Yes Yes Yes Yes .Yes Yes Ye Yes - Vat I.:.Ye�_ ti . '' -. ;•y Yat Yes Y s Yes l.... 1..i...W2004.137 Park East SE04001A PLATFORM.r3dj (Ca..l..l ldssslle -_ Esa ns25-_ Yes L .Yes i 1 Yes 1 [ Yes YEW Yes 1 _ _ Yes I Yes Yes Yes Yes Pape 6 Printed with FinePrint - purchase at www.fineprint.com Company Des igner Job Number PYRGOS ENGINEERING FRU 02004.137 T- MOBILE PARK EAST SE04001A May 5, 2010 10:40 AM Checked By: Load Combination Design (Continued) _ _ D cnpnon 5 F CD AMfIF 5erv_ic8 H1oRoI ,Q9 .Form Y,yM43 oncree r M4 ;Cxgv Foottnas 22 11BC 16-14 PO 1.23 1 1.6 Pisa .,.j1'ss Yea Ye J Ye , Yes .. i 23 7 16 -15 a 1.33 1 6 Yes Yes es Yes Yes T F Y s 24 , .16 -15,1b 1.33 -1 1.6 . r � Yes Yea, Yes 1- -Yes 1. 25 IBC 16- 151c] 1 .333 1 6 Yes Yes Yes Yes Yes Yes 26 IIac 16-15 td)i 1.33 1 1.6 1 = I Yes 1 Yes 1 area_ 1 _Yes `1 Yee 3.- : - , i Ye.---1 Envelope Joint Reactions ,44rnt X Lk], 10 Y -Lkl.. LC Z [kl LC MX pt-ft] _C MY 1k-A1 LC MZ [k -ftj J. 1 N5 max. 0 9 954 9 1054 9 0_ 1_ 1 0 1 2 1mini Q L 1 -025 1231 . to..:_71 o 1i L ,- .1- a. I i 11 3 N1 max 1 077 9 3.454 9 1813 9 0 1 0 1 0 1 4 1 min 3 -1.077 .1.7 f -1.021 1231 -1.613 f 7 I. 0, i i -i 0 fit, tl_71 5 N3 max 1.077 ' 9 3.454 7 1.813 7 0 , 1 0 1 (� 1 6 I tin 1 -1.077 17 1 -1.021 1251 -1.813 1, 9 1 0 r 1 1 0 11 [ 0 11 "1 7 N6 max 0 9 .054 7 1.054 7 0 1 0 1 0 1 6 L jail) i 4 _4.. i -425- 1.22L- 1.954 1 91 - 0 11 t 4 1 1 r . 0 i 1 9 N7 'max 0 9 054 9 1 019 7 0 1 0 1 0 1 1 10 i mina, 1 0 7 1 - 025 423 4 -1 019 1 9 r 0 i 1 F 0 t '� �--� 0 ` 1 1 11 max 1 023 9 3.332 9 1.792 7 0 1 0 12 N2 min i -1.023 7 - 9 9 4 123 -1 792 1 9 1 0 i 1 1 0 1 1 1 0 111 -1 13 N4 max 1 023 9 3.332 7 1.792 9 0 1 0 1 0 1 14 i J min. L 1,423 _i_.Z_1 -.994 125 L -1.792 �1 7 1 � 1 1 L 0 T 1 1 0 1- 1 :1 15 _ N8 max 0 9 054 7 1 019 9 0 1 0 1 0 1 16 , ;min ] 0 1 7 1 -_025 12j - 1.019 7__k 0 ; 1 i 0 [i 1 .. o Ti - 1 17 Totals: max 42 9 7182 18 . r mint i -42 1 7 1 3.621 _1251 4 5 i -4 183 1 10 1 is 1 1 Envelope Joint Displacements Joint X Dnl _ LC Y 1E11 LC 1 N1 max 0 7 0 23 2 ` ", mini 0 1 9 1 0 1.9 1 3 N2 max 0 7 0 23 4 1 .ruin a.._- 0 .._ i_EL _..;Q. _Lid_ N3 m ax 0 7 0 25 Z Lel - . LC X Rotation 0 7 4 424e -3 0 .L9 1-1.394e-3.1 0 9 1_393e -3 4 117 1-4 395e-3: 0 9 4 424e -3 t: e [ 0 7_. N4 ,max, 0 7 0 25. LC Y Rotation :Lc, 2,-Rot i LC 9 3.281e -4 7 2.039e-6 25 231- 3281e -4; It 1- 2.279e.61 7 .1 233- 172e -4 9 2.034e -6 25 91- 317..41 -7 - 74e-67 Z i 7 3 281e-4 7 2.279e -6 9 7 1.393e -3 25 3.172e -4 9 2.274e -6 9 8 , imini 0 1 9 1 0 17 + 0 1 9.1-4.395e-3 ! 7 1.3172e -4{ 7. 2.934e -41231 9 N5 max 0 7 0 23 0 7 4 424e -3 9 1.353e -4 9 6.345e -7 25 10 imin L Q_ ; 9 1 Q 1 91 .__i_ s: t L23J 3s3o-4 j ...X -ioa2 s 7 11 N6 _ max 0 7 0 25 0 9' 4.424e -3 7 1.353e -4 9 1 032e -6 9 i 12 , ; min 1 0 1 9 1 0 T T 0-177-1.394e-.3126 . T- 1.3a`4 3e . ..18.345e-7 231 13 N7 max 0 7 0 23 0 9 1393e -3 23 1.308e -4 7 6.327e -7 25 14 1 min 1 0 1 9 1 0 1 ti 0 7- 4.395e -31 9 1-1 308e-4i 9 -1,t 31e-81 7 1 15 N8 max 0 7 0 25 0 7 1393e -3 25 1.308e -4 7 1.031e -6 9 16 k Imini 0 19 1 0 1 0 9- 4.3950 -317 1- 1,30844. 9 T6,327e..7�231 1 17 N9 max 139 7 096 23 0 9 1.075e -3 23 2.124e -3 9 1.142e -2 25 18 , [min fi -_139 1- :9 I ,.297 .T-1-1 0 . 7, 4.2.-1- 9 1= . 19 N10 max __. 139 7 096 25 0 7 1.075e -3 25 2.124e -3 9 1.143e -2 9 :, 7,0 .4 23:_._. N12 25 1413 _ max .142 7 .096 23 2.106e -3 7 ,._1144 2. 25 nun 1 1 1 2�i (9 �-1 ^0664 3123 2I - !tom 3 9 1 2_44 RISA -3D Version 8.0.0 [ C :l.l..l..I.A...1...t...W2004.137 Park East SE04001A1PLATFORM.r3d1 Page 7 Company Designer Job Number PYRGOS ENGINEERING FRU 02004.137 T- MOBILE PARK EAST SE04001A May 5, 2010 10:40 AM Checked By:, Envelope Joint Displacements (Continued) Jont X 1 1 , LC r -1�inL _ .0 Z [N LC X Rotation . _LC YB4latign.._I=C 2 Rotation'.. LC 27 N14 max .142 7 .096 25 0 9 3.254e-3 7 2.106e -3 7 1 145e -2 9 z6 .. -1+2, :;% . T 7.1 o , , t 120 1,a: Le 1....Luss,212a Envelope RISC ASD • el Code Check Mama. ,11 1 M1 W12X30 2.T M2J tif12)L30 3 M3 W12X26 41M41W1 5 M5 W12X1 121 , lC__-Eaiksil Ftlks+l ,E1tYx .Fb ..... C ._C .. ASD yT 9_ 5.53 39.9 49 875 12 8 1 85 85H1 -3 y .4V 7- 1 5.53 9 148.$75 t 12$ .ilj d5 z 7 32.822 39.9 49875 39 9 1' 85 H1-2 1 1 7- ..32'822.7 �9 14941149875-5-1341111,i i 2l 25 Z ' 7.._.' 34388 39:9 . .2 85! 11 -2 Jig .. .85.., 85111 -2. 7 J M7 W12X14 Material Takeoff 1 Hot R Steel 2 -F . A992 I : . W12X14 3 A992 W12X26 4 1 A992 1 Wlt12X30 5 Total HR ,Steel 1 7.5 2 12. 7 5 At,ctiokteue- ivis4A4 B4 MS MS to sits 1/.0 Z (o . Sb) (c{ It►olts, 1 /• + 1100 12, 0174043 WW1 i4 Y= (t�31t k: 24 i i �,�c ('4- r1o`prro1c 40- V.11.4v., = 4rooL ILA4 )r l .(-CJ PA. LAGS c 5tiv014, Vs Lli.its (�KJ tlpot345i i'rasi-‘11k,v.11s'- yS14-s: ' AT -or nvAt, Sir-40 "4'b 61c. dalss,S 4 J" g sirsoty.4. w/ ,a t e..10). t. S W t T, 85.'"' "-1 Conk. 264") C RISA -30 Version 8.0.0 [C:t...l..1...1...l..1...1.. 102004.137 Park East SE04001A1PLATFORM.r3d1 Pape 8 Printed with FinePrint - purchase at www.fineprint.com POST OFFICE BOX LYNNWOOD WOOD, WA A 980 98036 ENGINEERING P: : (206) 234-7336 ATTACHMENTA ATTACHMENTA: PREVIOUS STRUCTURAL WORK PERFORMED FOR THIS PROJECT SITE FOR: T- MOBILE: PARK EAST (SE04001A) 130 ANDOVER PARK E. TUKWILA, WA 98188 STRUCTURAL DESIGN FOR RESIDENTIAL AND COMMERCIAL PROJECTS r CT E N G I N E E R I N G INC May 30, 2008 B.J. Thomas, P.E. T Mobile 7607 801D Ave NE Marysville, WA 98270 Re: T Mobile Roof Top Cabinets Park East SE04001A 130 Andover Park E. Tukwila, Washington Dear B.J: As requested by the budding owners, I have reviewed drawings A1-A5 dated 4/29/08, and letter and calculations prepared by Pyrgos Engineering, PLLC dated April 23, 2008. These documents were prepared for the replacement of existing equipment cabinets with heavier cabinets on the roof of this office building. The original design drawings were not available. From the information provided I understand the existing roof is steel deck supported on steel joists and wide flange steel beams. There are wood sleepers beneath the equipment and on top of the steel deck. The cabinets are intended to be located directly over a steel beam. There are three items for which I request clarification. 1. On drawing Al please confirm that the two interior columns supporting the beam beneath the cabinets exist They aren't shown on drawing Al. Please also confirm that the new cabinets are to be located directly over the existing beam. The design does rely on the cabinets being centered over the beam 180 Nickerson St Suite 302 Seattle, WA 98109 (206) 285.4512(V) (206) 285-0618(F) 2. On drawing M, Detail 2 reference is made to use of Wedge All anchors to secure the units. I understand this is a misprint as there is not concrete on the roof. What fasteners will be used, have seismic shear and overturning forces been considered, and have the wood sleepers been checked for vertical and lateral Toads? 3. Is there any impact on the steel joists due to the cabinet Toads? Although 1 will expect a response to the above questions before finalizing my review, I can state that the proposed design of strengthening the existing wide flange steel beam by bolting on the C12's appears reasonable and sufficient to support the new loads. Rick Hudson, P.E. Structural Engineers ADDITIONAL STRUCTURAL CALCULATIONS FOR EQUIPMENT CABINET ADDITION FOR: T- MOBILE: PARK EAST UMTS (SE04001A) 130 ANDOVER PARK E. TUKWILA, WA 98188 SUBMITTED TO: KDC ARCHITECTS 4720 200TH STREET SW, SUITE 200 LYNNWOOD, WA 98036 PROJECT NUMBER: 02004.137 DATE: JUNE 11, 2008 DESIGNED BY: (due b222221_29/14/al 1 ENGINEERING POST OFFICE BOX 2156 LYNNWOOD, WA 98036 P: (206) 234 -7336 F: (425) 774 -8366 E -MAIL: unocicl @earthlink.net POST OFFICE BOX 2156 LYNNWOOD, WA 98036 P: (206) 234 -7336 ENGINEERING F: (425) 774 -8366 LETTER June 11, 2008 KDC Architects Attn: Eric Camp 4720 200111 St. SW, Suite 200 Lynnwood, WA 98036 Re: T- Mobile Park East UMTS (SE04001A) Per Mr. Camp: This letter is in response to the structural review for the above referenced site located at 130 Andover Park E; Tukwila, WA 98188 performed by CT Engineering, Inc. on May 30, 2008. Itemized below are our responses to the structural review. Additional structural calculations are being included with this letter. 1. The architect of record is to respond to this item. 2. An analysis was performed on the existing 6x6 sleepers and they were found to be overstressed under seismic loading. Since the existing sleepers would be overstressed under seismic loading, new sleepers were designed. Section SK4 shows the proposed sleepers and their attachment to the existing structure. 3. Reinforcing angles are shown on sketch SK4 for the case where the proposed equipment cabinet sleepers do no occur at an existing open web steel joist panel point. If it is verified in field that the proposed sleeper is located above an existing panel point the reinforcing angles shown in sketch SK4 may be omitted. if you have questions or comments regarding any item in this letter please Feel free to contact meat (206) 234 -7336. 'EXPIRES 09/14/66 1 Frank R. Unocic, PE, SE Pyrgos Engineering, PLLC STRUCTURAL DESIGN FOR RESIDENTIAL AND COMMERCIAL PROJECTS • I ! ! LJ _ .1 r MIN 012.741.E 21 .411•111 PiRMIONi re* Mt40A IWAVA 41PI r#49, 111011■41111WAMIIIIYAIMO. AM11111111■*_4_ AIL AIL I ellter_ ma% illrAlr I MMIIIIRIMMIIMMIIIIIMMIIMIM141.11. 1.1111111.111.MMIIIMM 4 • ' I .11 N64E:St f'rk'i61-; F .1--Z)er /1/4A-(•( fxe Co.ft.M17 If, —I- tsS Allovrc- e4-.7101='. c _ Pegt1/4gT 3f:Et7eg- Cc 3CALe, 1•1 - T. - 4 I 1)elALL - • - • Pko)ta T_Notrik 4‘4sr vim m-ce-tooi.4 . A,sopge71., v4P(... - itA 4.0k,.(NA 41:Wee . ENGINEERING POST OFFICE BOX 2156 LYNNWOOD Vs/A 98036 P:(206) 234-7336 F-(425) 774-8366- TITLE SLEffat, CoNi.kC,110,1 OC-14.a. - tarn& - 09/ 14 / DATE j G/I-1 /oft PROJECT NO. 0V0U.f . SCALE A S tsiolep BY Ff, CHECKED APPROVE -; SHEET NO: ■. ti.o Iii MI:� .' e� - ` L • i� ■■ii 4I L►44? �P..°` 71Ya ?._t' t•S' 1 Z t' zi.s' , 1 t-• I3z3 3s.3 1 1 • (4104. 351 •Z°z. i01-1� I r _.7_,..?:-_.4.44 I I Y - I o34 1 q .PS dr} I. ' O) E' it _ ■ ■ � ■ 111.0, A '' .. ( SO um II ■ FM ■ ■ ■R . C CISICIEE ■ ■a ■� I Q = m (. u �' - i 2.3 .r F - tsb ■■■ ' 1 x. _ ►1 (- Z t ■ Q� ■.' 3 . bey - . 5 • 0 1 ..fikoCAS ■ s6.' ' �4, MN (A- ' r ■ ■ ■ III'�ia>•n�■■■�■ www■rw����i■ ■ ....um....." . - ogio SEEr 121 ■ MIMEO II - 1 ,y(nU -VLF -+- L' -!- o.q•V z( Gq ' NO.CE' F1tc,1 e► tti 4-104 1.3 W: c 1 • (-eWw1 Z'F%~ 03L-SCctfd$ loo's-3 Zi, .. _ ! I _ _ L_ r _ L.— : ENGINEERIN POST OFFICE BOX 2156 LYNNWOQP. WA 99036.1 P:(206) 234 -7338 ' F:(425) 774 -8366' PRO.ECT 124'P�1 i €SST M 'S SE!W o • I Tln£ ' ' - tettA4, .lb4QAL -10 648c DA1 E ; - 4v' fray. PROIEC7' NO/- SEA LE • i 9Y. _ FW1 CHECKED APPROVED S4 o- EEj N 1 1 4I L►44? �P..°` 71Ya ?._t' t•S' 1 Z t' zi.s' , 1 t-• I3z3 3s.3 1 1 • (4104. 351 •Z°z. i01-1� I r _.7_,..?:-_.4.44 I I Y - I o34 1 l.r ( 0: R 1 r ) )-1, .._. ' NO.CE' F1tc,1 e► tti 4-104 1.3 W: c 1 • (-eWw1 Z'F%~ 03L-SCctfd$ loo's-3 Zi, .. _ ! I _ _ L_ r _ L.— : ENGINEERIN POST OFFICE BOX 2156 LYNNWOQP. WA 99036.1 P:(206) 234 -7338 ' F:(425) 774 -8366' PRO.ECT 124'P�1 i €SST M 'S SE!W o • I Tln£ ' ' - tettA4, .lb4QAL -10 648c DA1 E ; - 4v' fray. PROIEC7' NO/- SEA LE • i 9Y. _ FW1 CHECKED APPROVED S4 o- EEj N 1 1 i • . ENGINEERING POST OFF!10E BOX 2136 LYNNWOOD, WA 98036 N(206) 234 • N(425)774;8366- ! Title ; T- MOBILE PARK EAST UMTS SE04001 A Job # 02004.137 Dsgnr: FRU Date: 11:24AM, 11 JUN 08 Deeon : ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES R. 580030 Usr. KW-080 510. v 580. 1 -0.2003 Multi-Span Timber Beam c)1883-2003 EERCALC EnA=Rq Saban Description CHECK EX. SLEEPER: LOAD CASE 1 Page 1 orwevc.cwwcvraa. LGeneral Information Page 1 .caAm,. 1 Code Ref. 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables we user defined Douglas Fir - Larch, No.2 Spans Considered Continuous Over Support Fb : Basic Allow 875.0 psi Fv : Bask Alloy 170.0 psi Elastic Modulus 1,300.0 ksl Load Duration Factor 1.000 [Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: UMxaced Length 8 Member Type 8i SPAN 1 SPAN 2 8.00 6.00 ere exs 5.500 5.500 5.500 5.500 M -qn Pn -Pn 8.00 6.00 Sawn Sawn 'Loads Live load Used This Span ? i Yes Yes Dead Load It/ft 7.40 7.40 Live Load 818 Point41 Dead Load Ibsl 1,350.00 340.00 Uve Load Ibs Q X ft 2.250 1.250 Point 42 Dead Load Ibs 340.00 400.00 Live Load a' X IleR Ih 4.750 3.750 Results Mmax Q Cntr l 19.7 3.7 Q X = 8 2.24 3.76 Max Q Left End in-k. 0.0 -14.2 Max Q Right End in-ku -14.2 0.0 fb : Actual psi 709.3 510.9 Fb : Allowable psi 875.0 875.0 Wang OK bonding OK Shear Q Left k 0.74 0.64 Shear dal Right k 0.99 0.15 fv : Actual psi 49.1 31.5 Fv : Allowable psi 170.0 170.0 Orr OK Omar OK [Reactions 8 Deflection DL Q Left LL Q Left Total Q Left DL Q Right LL © Right Total Q Right Max. Deflection QX= k' 0.74 1,83 kI 0.00 0.00 k 0.74 1.63 k 1.63 0.15 k 0.00 0.00 k 1.63 0.16 in -0.070 0.008 11 2.60 1.12 Query Values Location Moment Shear Deflection Vv ft in-lc in 0.00 0.0 0.7 0.0000 0.00 -14.2 0.8 0.0000 1 • 'Title : 74 4013ILE PARK EAST UMTS SE040010 ,lob 6 02004.137 Wary: FRU Date: 11:24AM, 11 JUN 08 Desalptlon ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES R., 580000 User. KW-083510C V. 5.8.0, 1-0.a-2033 _(c)1883.2007 ENEMAtC Enonmen0 &.swan Multi-Span Timber Beam Description CHECK EX. SLEEPER: LOAD CASE 2 General Information Code Ref. 2001 NOS, 2003 IBC, 2003 NFPA 5000. Base e0owables are user defined Douglas Fir - larch, No.2 Spans Considered Continuous Over Support Fb : Basic A6ow 875.0 psi Fv : Basic Allow 170.0 poi Elastic Modulus 1,300.0 kai Load Duration Fads 1.600 Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fbcity Le: Unbraoed Member Type ft N 5188 41 SPAN 2 8.00 6.00 axe en 5.500 5.500 5.500 5.500 Pn -Pn Dn -Rn 6.00 8.00 Sawn Sawn Loads Live Load Used Thts Span ? Live Load Point 41 Dead Load Live Load Q Paint 42 Dead Load Live Load eX tuft Ibs left Ibs Ibs R Yes Yes 7.40 7.40 1 ,350.00 340.00 1,852.00 486.00 2.250 1.250 340.00 400.00 468.00 470.00 4.750 3.750 Results Moran Q Cntr Q X = Max Left End Max Right End lb : Actual Fb:A9owabb Shear Q Let Shear Q Right Iv : Actual Fv : Allowable 48.5 2.24 Psi 7.3 3.78 -32.6 1,175.5 1,400.0 Beading OK 1.44 0.28 114.6 71.2 272.0 272.0 Cans OK eras OK Reactions & Deflection ,aM. -s olcits, S DL Q Left k 0.74 1.83 LL Q Left k 1.00 2.12 Total a L.ft k 1.74 1.75 DL Right k 1.63 0.15 LL Q Right k 2.12 0.13 Total Q RIaM k 3.76 035 Max. DsfMUton in -0.167 0.020 0 X = ft 2.60 1.24 LQuery Values Location Moment Shear Deflection 0.00 0.0 1.7 0.0000 0.00 -32.8 1.4 0.0000 Printed with FinePrint - purchase at www.fineprint.com w Tale : T- MOBILE PARK EAST UMTS SE04001A Job O 02004.137 Dsgnr. FRU Date: 11:24AM, 11 JUN 08 DessrlPtioll : ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES Rawl 550303 Uur 104. V- 580 1-D4o.X03 Multi-San Timber Beam 1 Y■ ,(01983-2CO3 ENERCALC E .. 5 saraw. P yrkr�.cvcdoa thn ■ Description CHECK EX. SLEEPER: LOAD CASE 3 [General Information Code Ref. 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables am user defined I Douglas Fir - Larch, No.2 Fb : Basic Allow 875.0 pal Elastic Modulus 1,300.0 ksi Spans Considered Continuous Over Support Fv : Bask Allow 170.0 psi Load Duration Factor 1.600 [Timber Member Information I Description Span it Timber Section Beam Width in. Beam Depth MI EndFbdty Le: Unbraced Length 8 Member Type soArr 1 SPAN 2 6.00 6.00 s.s OW) 5.500 5.500 5.500 5.500 an - an m -o.1 6.00 6.00 Sawn Sawn _Loads I Uve Load Used This Span 4 Dead Load OM Uve Load OM Point O1 Dead Load Ibs Uve Load Ibs ®X 8 Point 02 Dead Load Ibs Live Load Ibs ®X 8 Yes Yes 740 7.40 1,350 00 340.00 - 1,987.00 - 443.00 2.250 1.250 340.00 400.00 - 443.00 - 510.00 4.750 3.750 Results Mmax CI Cntr in-k ®X= ft Max ® Left End ink Max © Right End in-k tb : Actual psi Fb : Allowable pal Shear C Left k Shear CA Right k Tv : Actual psi Fv : Allowable psi -9.0 -0.2 2.24 3.76 0.0 5.0 5.0 0.0 325.5 181.4 1,400.0 1,400.0 a.W+na OK Bending OK 0.33 0.17 0.37 0.00 18.4 8.8 272.0 272.0 Shur OK se... OK Reactions & Deflection I DL 0 Left k LL t$ Left k Total %Lem k DL k LL Right k Total ® Right k Max. Deflection in ®X = 6 0.74 1.83 -1.07 -2.17 -0.83 -0.84 1.83 0.15 -2.17 -0.14 -0.64 0.00 0.033 -0.007 2.60 1.98 Query Values Location ft, 0.00 0.00 Moment inks 00 5.0 Shear k' -0.3 -0.2 Deflection in 0.0000 0.0000 Printed with FinePrint - purchase at www.fineprint.com Paps 1 I 1 Title : T- MOBILE PARK EAST UMTS SE04001P Job 0 02004.137 Dsgnr. FRU Dab: 11:48AM, 11 JUN 08 Dasacon : ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES ini47-v- =COO Liar KW-0605104 Va 58.0. 1- Ow0-2003 L(1903.2003 ENERCALC Enamoring Saimaa Multi-Span Timber Beam Page 1 paAmanr.Cdotrtiaa Description UPGRADED SLEEPER: LOAD CASE 1 General Information Douglas Fe - Larch, No.2 Spans Considered Continuous Over Support Fv : Bask Allow 170.0 psi Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Fb : Bask Anew 875.0 psi Elastic Modulus 1,300.0 kW Load Duration Factor 1.000 [Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbreced Length Member Type n in in n SPAN 1 6.00 a1u 7.500 5.500 Pin • Pin 6.00 Sawn SPAN 2 8.00 an 7.500 5.500 Pin - Pin 8.00 Sawn [Loads Live Load Used This Span 7 1 Dead Load it/fl Live Load OM Point 01 Dead Load Iba' Live ve Ld Se ax 6 Point 02 Dead Load Ibs! Live Load Ibs ilpX ft� Yes 7.40 Yes 7.40 1,350.00 340.00 2.250 1.250 340.00 400.00 4.750 3.750 Results Mmax6Cntr in-k 19.7 3.7 0X= n .4 .76 Max ® Left End 0.0 - 142. Max ® Right End -14.2 0.0 1b : Actual psi 520.2 374.7 Fb : Allowable psi 875.0 875.0 swot** OR e.mmne 05 Shear © Left k 0.74 0.84 Shear CD Right k 0.99 0.15 N : Actual psi 36.0 23.1 Fv : Allowable psi 170.0 170.0 Omar OK shear OK site--/60 Reactions & Deflectio DL Left k �Q,L J 1.63 LL © Left k 0.00 0.00 Total 0 Left k , 0.74 1.63 DL Right LL ® Right s k I 0.00 0.00 Total ga Right k 1.83 0.15 Merl Deflection in -0.052 0.006 fa X = fti 2.60 1.12 Query Values Location n; 0.00 0.00 Moment in-k 0.0 -14.2 Shear k 0.7 0.6 Deflection In 0.0000 0.0000 Title : T- MOBILE PARK EAST UMTS SE04001P ,obit 02004.137 Degnr: FRU Dab: 11:48AM, 11 JUN 08 Deaerlpton : ANALYZE EX ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES Rar 580000 Uwr. I6N •025104. Vr S.eq 1-04o2CR1 L 01E6i2003 ENERCALC EOnwYO Soltram Multi-Span Timber Beam Description UPGRADED SLEEPER: LOAD CASE 2 _General Information Code Ref. 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base elowables are user defined Douglas Fir - Larch, Not Spans Considered Continuous Over Support Fb : Basic Allow 875.0 psi Fv : Bask Mow 170.0 psi Elastic Modldue 1,300.0 ksi Load Duration Factor 1.600 Timber Member Information DDesscription Timber Section Beam 1Mdth Beam Depth End Le: Un�braced Length Member Type In SPAN 1 SPAN 2 6.00 8.00 eu m 7.500 7.500 5.500 5.500 Pin - Rn Rn - Pin 8.00 8.00 Sawn Sevin Loads Live Load Used This Span 7 Yes Yes Dead Load PM 7.40 7.40 Live Load sin Point 01 Dead Load Ibs 1,350.00 340.00 Live Load Iba 1,852.00 468.00 0 X ft 2.250 1.250 Point 02 Dead Loed Ills 340.00 400.00 Live Load ms 468.00 470.00 X ft 4.750 3.750 Results Mmaxla Cntr In-k 48.5 7.3 0X= R 2. 3.76 Max Left End in.k 0.0 -32.6 Max ! Right End in-k -32.8 0.0 lb Actual 1,230.1 FD : All 0 1,400.0 Allowable 1,400.0 psi Bonging OK sanmoe OK Shear ® Left k 1.74 1.44 Shear ® Right k 2.31 0.28 N : Actual 84.0 52.2 Fv Allowable 272.0 272.0 ebwar OK flow OK Reactions & Deflection sej L�OIG, DL 0 Left k 0.74 1.63 LL © Left k 1.00 2.12 Total ®Lett k 1.74 3.75 DL 0 Right k 1.83 0.15 LL 0 Right k 2.12 0.13 Total! Right k 3.75 0.28 Max. Deflection in -0.123 0.015 ®X = It 2.60 1.24 Query Values Location ft 0.00 0.00 Moment Ink 0.0 328 Sheer k 1.7 1.4 Deflection In 0.0000 0.0000 Printed with FinePrint - purchase at www.fineprint.com Tide : T- MOBILE PARK EAST UMTS SE04001P Job 0 02004.137 payer FRU Date: 11:48AM, 11 JUN 08 DoicliPtion : ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES Rwwi Kwaso5la. Vw 5.e0. 1- Dw20Q1 P 1 (c)tael.am ENERCALC Erprsip Software Multi -Span Timber Beam Description UPGRADED SLEEPER: LOAD CASE 3 LGeneral Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined it Douglas Fir - Larch, No.2 Fb : Basic Allow 875.0 pal Elastic Modulus 1,300.0 kai Spans Considered Continuous Over Support Fv : Basic Allow 170.0 psi Load Duration Factor 1.600 [limber Member Information Il Description ft1 Span Timber Section Beam width in Beam Depth in EndFbity Le: Unbreoed Length h Member Type N1 SPAN 2 axs en 7.500 7.500 5.500 5.500 Pin -Pin Pa - w 6.00 6.00 Sawn Sawn Loads Live Load Used This Span 7 Dead Load 851 Live Load Nit Point #1 Dead Load Ibs Live Load Ibs ®X It Point 62 Dead Load Ibs Live Load Ibs © X It Yes Yes 740 740 1,350.00 340 00 - 1,887.00 -41300 2.250 1.250 340.00 40000 - 443.00 - 510.00 4.750 3.750 Results Mmax 6 Cntr Max Left End Max Right End lb : Actual Fb : Allowable Shear 6 Left Shear Right fv : Actual Fv : Allowable in-k in-lc in- i k k1 -0.2 2 0 0 5.0 5.0 0.0 238 7 133.0 1,4000 1,400.0 Grano OK erdhp OK 0.33 0.17 0.37 0.00 13.5 8.3 I 272.0 272.0 I Slav OK Shur OK , ,/ ty/ Y� f 5 6C)//L1) [Reactions & Deflection 1 DL Left k 0.74 1, LL 127 Left k, 7 Toted fa Left k i -0.33 -0.64 DL @ Right k 1.63 0.15 LL ® Right kl -2.17 -0.14 Total ra Right k I -0.54 0.00 Max. Deflection inl 0.024 -0.005 ®X = 11 2.60 1.96 LOuery Values Location ft Moment in-k Shear k Detection in 0.00 0.00 00 5.0 -0.3 -0 2 0.0000 0.0000 Printed with FinePrint - purchase at www.fineprint.com IfirrE111111g PIZUMLINFM- , ,_. IP MISrairi *11123111 ME FIRM MI i - I - 'UT I 1 r le1 • ' FERN VII I rip. 1 I • • afILC RAZ P Imo - --f-- L. 1 1- i i P i i21444•1 1416i•Ni PIA , itrXit 1 • :' . , l• • I 1 , I, - r - I- - • ; i i ' . 1 t 1 t i .1 : ! . I . I ! • - - • ! 1 t "; • , ; 1 , 1 . ; , 1 . _. . ; : • 1 I I I I : ' I 1. I : : ! ■ : - : - ' - 1 ■ - ! I 'I _ _ _ • . i • ! 1 ir • 1 ' I I ! . I i - - : : } • i.- - 1 - ; - ; I 1-; -. 1 i 1: ! i i 1 ■ . 1 , l I. 1 -I_ i_ ■ : , . • . pPOiPST 4 l::0 OI.0tNF6F:) I.0 . t2EE . 3 1 4EB-O. 7 X 393 26I. pi , B 5 ''''e• ; : . rP1 i : . i tTc. I3)E I 5: (HToAr ,-yI1_ . i- tI*4- a - i• S' f - - 1 g • I V - ., ._ . • 1 ro4-v.g-_• . "16.4:. 7. 41. - •6 • t 7 4, , ; . i , . .?l..-.1,4..f'..•4 0 d*•ii' ,m- - s - pe 11'-r; ' . • r ...f- . 6e' 1 I I ',- 6 4:A4Ti '• . -..— . , ' • P.PEtRtI! . I , D I . ! APir I ii l tawoly A- .11 H q .6- s- f- I r41 , . EN LYNNWOOD*98036 1 O I F(425)74-8366 1 - a •st1 i .: • Na : ming IT■i MIME MEW I a.•.111 is ! MIM1-2 Ma MEM. ME 1M EM _ M.. IEMEI � �� �i` r r G17 � ■-iumm 1 mil a r I i ME 1 1 ENGINEERING POST OFFIQE BOX 216 • LYNNWOOD. WA 9806 P:(206) ?.34-7336 i F:(425) 774 -8366 PRO) TDTLE! r L. T -1 _�QPk C- ,!�S'�' UPS 4? SATE � :(„,:01_/b,' STET NO: i + C RO)EET NO. a L0 ,► Sa- LE. ' rAjAlet...ryk fr: i: , ? Hd , • • ! ! APPROVED 1 DEC-15-99 THU 02:37 PM ISAN8-:314 20678717 ••• BEiSANS. ENGINE RING; P. 09 egO1 r RANCIS. AVENUE; NORTH • SEA411.6,.WA8MIN131041 4103 : :, ' ( 04)7PEY3Cil 41 : !.• . .. . .. . . .. • PROJECT; Park East qE-4001•A' • .. PRO.,1 t•4010x.f...2-99101 Pg. • ;__;_r_H, 1 , . 130 Andover Eapt.• • • • Tukwila, Washington. 98188 .PasPARtiont–;----J 1' 7 'CAI:dui:416N sliterti ' • ' • fl....■••••■••■•••• I' • d.e.m:Q.1170,N5. $414,30c-c- . 4R1fi Art- 67(.6 , . 6')a �t 9. To !FIT • • • ' r*-0--t--. -:••••••• 1 • N STRUCTURAL CALCULATIONS FOR EQUIPMENT CABINET ADDITION FOR: T- MOBILE: PARK EAST UMTS (SE04001A) 130 ANDOVER PARK E. TUKWILA, WA 98188 SUBMITTED TO: KDC ARCHITECTS 4720 200TH STREET SW, SUITE 200 LYNNWOOD, WA 98036 PROJECT NUMBER: 02004.137 DATE: APRIL 23, 2008 DESIGNED BY: IExPWE8 09/ 14/ ENGINEERING POST OFFICE BOX 2156 LYNNWOOD, WA 98036 P: (206) 234 -7336 F: (425) 774 -8366 E -MAIL: unocicl @earthlink.net POST OFFICE BOX 2156 LYNNWOOD, WA 98036 P: (206) 234 -7336 E N G I N E E R I NG F: (425) 774 -8366 LETTER April 23, 2008 KDC Architects Attn: Eric Camp 4720 200TH St. SW, Suite 200 Lynnwood, WA 98036 Re: T- Mobile Park East VMTS (5E04001A) Dear Mr. Camp: This letter summarizes our findings for the proposed T- Mobile Park East VMTS project located at 130 Andover Park E; Tukwila, WA 98188. Currently, the roof framing ofthe existing building is being used to support two ET2 cabinets weighing 1100 pounds each, two Nokia Ultrasite cabinets weighing 740 pounds each, and one PCC cabinet weighing 400 pounds on rooftop sleepers centered above an existing roof beam. For this VMTS project, it is proposed that one ET2 cabinet be replaced with a Purcell cabinet weighing 2700 pounds and one ET2 cabinet be replaced with a VMT5 cabinet with MCPA weighing 800 pounds. Listed below is a summary of our structural analysis: • Our structural analysis shows that the existing roof beam below the cabinets is structurally inadequate to support the existing cabinets listed above or the proposed cabinets. • Prior to the proposed equipment cabinet swap, the existing beam that is below the equipment cabinets shall be strengthened as indicated in sketches SKI, 5K2 and SK3 included with this letter. The contents of this letter and our structural analysis are based on limited information obtained from our meeting with your firm on February 21, 2008. if you have questions or comments regarding any item in this letter please feel free to contact me at (206) 234 -7336. `EXPIRES 09/14/06 1 Frank R. Vnocic, PE, SE Pyrgos Engineering, PLLC STRUCTURAL DESIGN FOR RESIDENTIAL AND COMMERCIAL PROJECTS Tr 1 1 i 1 1 1 I L ito,F.46A913.4.6._rAtr-fE-tiqr wills. Se44404At__ '..__ 1._.1_13,4.apovg7 f'12,44,-..-i : : _1 L I_ , piko,)Ec-kNolglw"F•.i.. _i Ai NOTr43,1 ; . • ; *1:11 I AM* KitCSF 444.S . ' . ;- . . I 1 I ' • Fe.44! . ,_ ..___!_.: L _I_ _i_ i_ _ L__ i ; r ; !- cHOE0 - :---7 I 1 , _I _ .1.1 . . ' . _ . i . I • , ENGINEkRIIIN-0 :POSi OFFICE 80X 1156 1 NNI.VOOD, WA 90036 -0:0:06)11.L704-1- - 1- FiC42.5) 7744336ti. . • r - • ' - • I I =I r 1 OVA i 11 I .J. v -,- . . I i • . . 1 . . . . rt• & 1 . , - -1 . _ 11 _ ....- L ito,F.46A913.4.6._rAtr-fE-tiqr wills. Se44404At__ '..__ 1._.1_13,4.apovg7 f'12,44,-..-i : : _1 L I_ , piko,)Ec-kNolglw"F•.i.. _i Ai NOTr43,1 ; . • ; *1:11 I AM* KitCSF 444.S . ' . ;- . . I 1 I ' • Fe.44! . ,_ ..___!_.: L _I_ _i_ i_ _ L__ i ; r ; !- cHOE0 - :---7 I 1 , _I _ .1.1 . . ' . _ . i . I • , ENGINEkRIIIN-0 :POSi OFFICE 80X 1156 1 NNI.VOOD, WA 90036 -0:0:06)11.L704-1- - 1- FiC42.5) 7744336ti. . • r - • ' - • I I 1 , I i • • 1 r - - E;NitINEERING ; POSY OFFICE SOX 2156 LYNt4WOOD, WA 98036 N-206T23¢7336 , • • • , . 4425) 7M-8 SHEET NG!, . .. 7 1 1 1 _LI _ 1____ __. __I__ 7-1 C -s —L 11-- -4 ' 1-- •t-' I -t---i- 1- __ . 4.____i__ . t_ +. _. i t-- ---r--.[ - , . I . 1 r 1 : - ----1- -1 -----,-- I --1---1.- '• .---.L.-- . . I .. L . ir , , , • , 1 : • 1 1 1 I : : f i • , 1 -• r , • --; r-- --; -; ----,---:- .•--... _ .i._, , :_ ,. . .. , , 1 1 . • 1 L_ ! , , ; , • , . • • I 1 ! I , 1 . ,- _ t_ _ ...__._ i . _.____ . i . .,.. ,_ •,. •,_ 1 j 1 ; , : . , . 1 i 1 ' : . . 1 • 1 ! • . . . • 1 ' i 1 . . . I I I . , t--1-- • -r- - i -- - . ' 1 1 • 1 i 1 I 1 ' 1 i l , . . , I , 1 r ----i - t -.- 1- . - - t--- --- L- : .4..:_ ! 1 I ! 1 ! • ! H ! t 1 , , • ! • • 1 1 I 1 1 . ' 1 1 ' ,. - - 1.- t • • .■-• --:-- i .__ ; , , ' I 1 PR_cligli--...iLmaiittLE;_filatk....H., . ....iuek11_ Ycc_40c414. .___L_.._ _Mil I... —t-- ptc201150,24--i-- -4-, ---- ' . _ : POST 001, CE 50! X .i150. ! . ENG NE RING- - ' 1 "-- 1 : 2- - -- [ - : - -I 1 --- - - - - - --- - . . ! At...N1.17 LYNNW0p0, Wi A 91;1036 i I IN‘P NJ .-,- , : 7,00,41,4 644 1 64 1 1 1 ! 5C-XLE ' r TIE - .; 5eCtidi 1. ! 1 1 ..1_ : -I .9__At..`_/1?9•1€14-'": P'_5..F'' .1.$_ l'i ' I, _, ;.' . _ ,I •...._ L. .. ,. , ,!ito:PEcT N1,041.00/1. IS7 . 1 . , ; Lt...i.;i:!!!• H#CKEJD 1 SHEET Ng. _,. APPROVED . ! 1. 1 : • ! ' 1 1 PROJECT DESCRIPTION AN EX. BUILDING 15 BEING USED TO SUPPORT ROOFTOP EQUIPMENT CABINETS ON WOOD SLEEPERS. THE CABINETS ARE CENTERED ABOVE AN EX. ROOF BEAM. FOR THIS UMTS PROJECT IT 15 PROPOSED THAT ONE ET2 CABINET BE REPLACED WITH ONE PURCELL CABINET, AND ONE ET2 CABINET BE REPLACED WITH ONE UMTS CABINET WITH MCPA. THIS PROJECT 15 LOCATED AT130 ANDOVER PARK E; TUKWILA, WA 98188. 'SCOPE OF WORT( 1. SIGNED AND SEALED FEASIBILITY LEI 1 t FOR PROPOSED EQUIPMENT CABINET ADDMON. DESIGN LOADS ANALYSIS AND DESIGN SHALL BE PER 2006 INTERNATIONAL BUILDING CODE FOR. THE FOLLOWING LOADS: GRAVITY LOADS; ROOF FRAMING DL: 11.2 PSF ROOF FRAMING LL: 25 PSF (SNOW) EXISTING CABINETS (2) -ET2 CABINETS 01100 LB EA. (2) -NOKIA ULTRASITE CABINETS @ 740 LB EA. (1) -PCC CABINET@ 400 LB TOTAL CABINET DL: 4080 LB PROPOSED CABINETS (1)- PROPOSED PURCELL CABINET Ca' 2700 LB (2) -EX. NOKIA ULTRASITE CABINETS @ 740 LB EA. (1) -EX. PCC CABINET ) 400 LB (1)- PROPOSED UMTS CABINET W/ MCPA Cs) 800 LB TOTAL CABINET DL: 5380 LB S1/MMARY BASED ON OUR STRUCTURAL ANALYSIS THE EX. W16X26 ROOF BEAM BELOW THE CABINETS 15 OVERSTRESSED WITH THE EX. ROOF DEAD LOAD, SNOW LIVE LOAD, AND THE EX. CABINET DEAD LOAD. THE PROPOSED REVISIONS TO THE CABINET CONFIGURATION WILL INCREASE THE LOADING ON THE EX. ROOF BEAM AND INCREASE THE AMOUNT THAT IT 15 OVERSTRESSED BY. THE EX. ROOF FRAMING /S STRUCTURALLY INADEQUA7E TO SUPPORT THE EX. ROOFTOP CABINETS, AS WELL AS THE PROPOSED ROOFTOP CABINETS PRIOR TO THE PROPOSED EQUIPMENT CABINET SWAP THEEX. WI6X26 BEAM SHALL BE STRENGTHENED AS INDICATED /N SKETCHES SK1, SK2AND SK3. THIS DESIGN 15 IN ACCORDANCE WITH THE 2006 IBC AND ASCE 7 -05. ENGINEERING POST OFFICE BOX 2156 LYNNWOOD, WA 98036 P:(206) 234 -7336 F:(425) 774 -8366 PROJECT T- MOBILE PARK EAST UMTS SE04001A DATE 4/23/2008 SHEET NO. 130 ANDOVER PARK E. PROJECT NO TUKWILA, WA 98188 SCALE TITLE SUMMARY 02004.137 NONE BY FRU CHECKED APPROVED • _ +[I i:Al�n�w� _ - A , 1 i A let ,►s' -1 !I . __., _ :_ ",.....4-1-__t__. ii_ k" i - r I w uti+7r3 4-/Mc* ; � � i i C'Cr w IiaaP 4; i L ' i L� ' /3.7 JILL/14/91 . t - 1 -- • ENGINEERING PO5T OFFICE BOX 2156 LYNNWOOD, WA 98036 P -(206) 234 -7336 F:(425) 774 -8366 vooJECT TT ollectelsr LAMPS ? Src°`I'o° TITLE • SHEET B10. - - • L 1 I I •f . - - 1 — - i I 4- - 4– - - 1E-M1111111111111111111PM=111 MA% -4-- ENGINEERING POT OFFICE BOX 2156 LYNNWOOD, ,WA 98036 (7a5) 234-7336 • f .(425) 774-8366 • _ 5HErNc. CHCKED. APPROVED -4 . 1-- f• POST orFICe BOX-215(4- LYI■jp,IWOOD„ WA 98036 P•(206) 44 -7336 F:(425) 77,4 -8366 ' - Code Ref. AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 II Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Rev: 580000 User. KW-0605104, Ver 5.8.0,1-Dee-2033 (c)1983 -2003 ENERCALC Engineering Software Title : T- MOBILE PARK EAST UMTS SE04001A Job # 02004.137 Dsgnr: FRU Date: 3:21 PM, 20 MAR 08 Description : ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES Steel Beam Design Description ANALYSIS OF EX. W16x26 WITH EX. CABINETS Page 1 park eastecvrCalculations [General Information Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads DL LL ST Start Location End Location 24.00 ft 0.00 ft 0.00 ft 0.00 ft Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #1 0.370 0.825 #2 #3 #4 #5 Note! Short Term Loads Are WIND Loads. #6 #7 k/ft k/ft k/ft ft ft Point Loads Note! Short Term Loads Are WIND Loads. #4 #5 #6 #7 Dead Load Live Load Short Term Location #1 4.080 12.000 Summary #2 #3 k ft Using: W16X26 section, Span = 24. End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress N /Fv OOft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual 112.398 k -ft 35.124 ksi 1.478 : 1 16.693 k 4.256 ksi 0.298 : 1 Allowable 78.032 k -ft 23.760 ksi 56.484 k 14.400 ksi Overstressed in Bending 1 Static Load Case Govems Stress Max. Deflection Length/DL Deft Length/(DL +LL Defl) -1.277 in 504.1: 1 225.6 : 1 [Force & Stress Summary Max. M + Max. M - Max. M Left Max. M CD Right Shear CO Left 16.69 k Shear © Right 16.69 k Center Defl. -1.277 in Left Cant Deft 0.000in Right Cant Dell 0.000 in ...Query Deft @ 0.000 ft Maximum 112.40 k -ft DL Only 53.00 6.79 6.79 -0.571 0.000 0.000 «- These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST dit Center CO Center fib Cants Cat Cants 112.40 k -ft k -ft k -ft k -ft 16.69 k 16.69 k -1.277 0.000 0.000 -1.277 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 In 0.000 in 0.000 0.000 0.000 0.000 0.000 i Reaction Left 16.69 8.79 Reaction @ Rt 16.69 6.79 Fa calc'd per Eq. E2 -1, K`Ur < Cc 1 Beam Passes Table 85.1, Fb per Eq. F1 -1, Fb = 0.66 Fy 16.69 16.69 16.69 1 Notel Short Term Loads Are WIND Loads. 1 #2 03 #4 #5 #8 #7 1 Rev: 580000 User. KW-0605104, Ver 5.8.0. 1- Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title : T- MOBILE PARK EAST UMTS SE04001A Job 0 02004.137 Dsgnr. FRU Date: 3:21 PM, 20 MAR 08 Description : ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES Steel Beam Design Description ANALYSIS OF EX. W16x26 WITH PROPOSED CABINETS Page 1 parkeast. ear. Catcuiatlons General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 38.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksl Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads 01 LL ST Start Location End Location 24.00 ft 0.00 ft 0.00 ft 0.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together 01 0.370 0.825 #2 #3 #4 #5 Notel Short Term Loads Are WIND Loads. II #6 07 k/ft k/ft k/ft ft ft Point Loads Dead Load Live Load Short Temi Location 01 5.380 12.000 Summary Using: W16X26 section, Span = 24. End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv /Fv 005, Fy = 36.0ksi .005, LDF = 1.000 Actual 120.198 k-ft 37.562 ksl 1.681: 1 17.343 k 4.421 kW 0.307 : 1 AUowable 76.032 k-ft 23.760 ks1 58.484 k 14.400 ksl Overstressed in Bending Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL+LL Deft) -1.351 In 448.2 : 1 213.2:1 [Force & Stress Summary Max. M + Max. M - Max. M © Max. M Right Shear© Left Shear ® Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl Reaction Left Reaction Fit Maximum 120.20 k-ft 17.34 k 17.34 k -1.351 In 0.000 in 0.000 in 0.000 ft 17.34 17.34 DL OnN 60.80 7.44 7.44 -0.645 0.000 0.000 0.000 7.44 7.44 Fa calc'd per Eq. E2 -1, K'L/r < Cc 1 Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy «- These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL +ST (81 Center (I Center c61t Cants Cc0 Cants 120.20 17.34 17.34 -1.351 0.000 0.000 0.000 17.34 17.34 -1.351 0.000 0.000 0.000 0.000 0.000 k-ft k -ft k -ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 0.000 0.000 ' 17.34 1 DEC -18 -99 THU 02:35 PM BEISANS —ENGR 6501 FRANCIS 2067896617 P.06 BE I5ANS ENCIINEEF2INCx t1aUCTl A CONSILTII AVENUE NORTH SEATTLE, IWACC•IDr3 VASHINc oN 98103 c no 799 -6617 PROJECT. Pork earn, 68 4001 -A 130 Andover Park. EAe■ Tukwila, Weeh;ngton 98188 mount wove 99101 wm 12 -19 -99 oavaate Iv. -,JA13 SKIT 5 CALCUL. AT1pN SHEETS DEC -18 -99 THU 02:39 PM FEISANSEKGR 206789S661T • BEIBANS .ENGINEORING : -- ' '':.. - .. • 860t PRANcta avb NUR,NoRTH . SEAT312,wnsHINOTQN eet 45)71030!IY, • PROJECT: Park gad SE 4Qo1•A' . ! =Ti -�•_---_----- 130 Andover Park �St • Tukwila, Washington • 98180 • Jg1 • P.11 (,•. C-4 • 01, 7 . `x' : t 4Prr • f . -• . • a• ; 0.•i • •• _ . i • • • 1 • • • •>_• •1 1 1 .I.•t. ; • • • • • 1 t I • I • • •• • ' J•.• • . i •I T.I .• • 1. • B,) 1 ENGINEERING POST OFFICE BOX 2156 LYNN WOOD, WA 98036 P:(206) 234 -7336 F:(425) 774 -8366 ; Title : T- MOBILE PARK EAST UMTS SE04001A Job a 02004.137 Osgnr. FRU Data: 12:23PM, 23 APR 08 0611001100 : ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES Llive 5e0900 User ION4005104 Vr 5 Se 1 -01.2003 (c)1983.20:0 ENERCALC Emn.r*, &Avo. Steel Beam Design Pape oram.a.-ro= Description ANALYSIS OF EX W18n28 WITH EX. CABINETS AND ROOF DEAD LOAD [General Information Code Rot AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W16X28 Center Span Len Cant Right Card Lu : Unbraced Length 24.00 n 0.00 ft 0.00 ft 0.00 n Pinned- Pinned Bm WL Added to Loads U. & ST Act Together Fy Load Duration Factor Elastic Modtdus 36.00k81 1.00 29.000.0kai Distributed Loads Note! Short Tenn Loads Are WIND Loads. DL LL ST Stan Location End Location a1 0.370 02 83 84 a5 a6 a7 k/n k/R knt n n Point Loads Dead Load Live Load Stan Term Location Notes Short Term Loads Are WIND Loads. a1 a2 03 84 05 08 07 4.080 k k k 12.000 n Using: W16X26 section. Span = 24.0011, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 0.0011, LDF = 1.000 a1_ Allowable Moment 52.998 k-ft 76.032 k-ft Oa : Bending Stress 16.562 ksi 23.760 ksi fb/Fb 0.687:1 Shear 6.793 k 56.484 k Iv : Shear Stress 1.732 kW 14.400 ksi IV f Fir 0.120 :1 Beam OK Static Load Case Governs Stress Max. Deflection LengthtDL Den Len temDL +LL Dell) -0.571 in 504.1: 1 504.1: 1 Force & Stress Summary cc,- These cokannns are Dead + Lire Load pleoed as noted -» DL U. LL+ST LL LL+ST Maximum - .JAL Artois. Max M • 53.00 k-ft 5▪ 3.00 k-ft Max M - k-ft Max M gft Left Max M Right k-ft Sty Q Len 6.79 k 6.79 k Sheer CO Flight 6.79 k 8.79 k Center Den. -0.571 in -0.571 0.000 -0.571 0.000 0.000 in Len Cant Deft 0.000111 0.000 0.000 0.000 0.000 0.000 In Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 In ...Query Den G 0.000 ft 0.000 0.000 0.000 0.000 0.000 In Reaction Q Left 6.79 8.79 6.79 k Reaction Rt 8.79 6.79 6.79 k Fa acted per E0. E2 -1. KlJr < Ce 1 Beam Passes Table 85.1, Fb per E0. F1 -1. Fly. 0.66 Fy • Tttls : T- MOBILE PARK EAST UMTS SE040010 Job* 02004.137 Depfr. FRU Oats 1213PM, 23 APR 08 Description :ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES Rev- 5ao9m User ION-C(05104. yr SAO, 1.010 -2C61 WIG/334003 ENERCALC Enonorrop G. Steel Beam Design Description ANALYSIS OF EX. W16X26 WITH EX CABINETS AND ROOF DEAD LOAD Page 2 !C.blbn0lr Section Properties W16X26 Depth Web Thick Width FAT Area Rt Valdes for LRFD Design.... 15.690 In 0250 in 5.500 in 0.345 in 7.60 in2 1.300 in Weight boc by Sac R-oc R-yy J 0.260In4 Zr Cw 565.001n6 Zy K 26.09 Silt 301.000 IM 9.590 in4 38.4001113 3.490 03 6.260 in 1.120 in 44.200 Ina 5.480 in3 0.747 111 Printed with FinePrint - purchase at www.fineprint.com 1 4. • Rev 580000 User. KW-0605104, Ver 5.8.0. 1.Dec 2003 (»1983 -2003 ENERCALC Engineering Software Title : T- MOBILE PARK EAST UMTS SE04001A Job 0 02004.137 Dsgnr. FRU Date: 1:07PM, 23 APR 08 Description : ANALYZE EX. ROOF FRAMING FOR PROPOSED CABINET REVISIONS Scope : STRUCTURAL DESIGN AND DRAFTING SERVICES Built -Up Section Properties Description SECTION PROPERTIES OF BUILT UP BEAM Page 1 paikeastear.Calculatbm Steel Shapes #1: Name W18x28 Location of Centroid from Datum Xcg 0.000 In Ycg 0.000 in #2: Name C12x25 Angle 0 deg Location of Centroid from Datum Xcg 0.799 in Ycg 0.000 In Angle 0 deg #3: Name C12x25 Angle 180 deg Location of Centrold from Datum Xcg -0.799 In Ycg 0.000 in Summary Total Area XcgDist Y cg Dist. Depth Width Area 15.6900 in boc 301.0000 in4 5.5000 in lyy 9.5900 In4 7.6800 in2 Xbar 2.750 in Ybar 7.845 in Depth 12.0000 in hoc 144.0000 in4 Width 3.0500 Iyy 4.4500 in4 Area 7.3400 1n2 Xbar 0.874 In Ybar 6.000 In Depth 12.0000 in Ixc 144.0000 in4 Width 3.0500 in Iyy 4.4500 in4 Area 7.3400 in2 Xbar 0.674 in Ybar 6.000 in 22.3600 in2 0.0000 in 0.0000 In boc 589.000 in4 r XX 5.1324 in Iyy 27.862 in4 r yy 1.1163 in Edge Distances from CG... +X 3.1750 in S left 8.7753 in3 -X - 3.1750 in S right 8.7753 in3 +Y 7.8450 in S top 75.0797 in3 -Y - 7.8450 In S bottom 75.0797 in3 Printed with FinePrint - purchase at www.fineprint.com DEC -15 -99 TMU 02:55 PM HE IBANO -ENGR .2067096617 P.01 BEISANS ENGINEERING 660: FRM:015AVINUL NORTH SLATTLEWA 04103 TH.LPNON6 !7001760.0017 CaIculatlons and Details for a CeIIuler Telephone Antenna b staHatton Park East SE- 4001 -A 130 Andover Park East Tukwila, Washington 98188 CLIENT: Western Wireless Services Contact Person: Ms. Knox Fitzpatrick 12810 NE 178th Street, Suite 230 Woodinville, Washington 98072 ENGINEER: BEISANS ENGINEERING John A. Beisans. P.E. 6601 Francis Avenue N. SeatUs, Washington 98103 ad Tel. (428) 415-0748 Tel. (206)789-6617 EXPIRES 1/21/2000 1 STAMP NOT VALID UNLESS SIGNED DEC -15 -99 TMU 02:25 PM 5EIBAN0 -EMC0 BEI5AN5 ENGINEERING Ra61999 comma* T P.02 6501 rSNc1t AVCNLC 404m VASIIIIOTOI 95107 0206)759 -6617 PLOJ[CTi Park. ant 5a 4•01 -• tfe aitlows P•41: Ram TWNL, Wes/wean 00106 maw wow .9g1�� - n _ 4.1i•944 0two . P .1061 *Q. CALCULATION SHEETS I.9CATION COPE CRITERIA B ullds+8 Ceders4 Bultdlne Department Fire Zane Occupa Type.or Cc truction Sprinklered yes no SetAm10 zone wino zone .OILS CRITERIA Sells Consultant Report Number Bearing Pressures) ▪ the Papth[*2 Other Is31 utac city or Tukwlta zone 3 80 MPH 1 NONE 2000 psr to ;nchas mini•ta MATERIALt3 CRITERIA Concrete r28 day strength) FOUndat es 4 Slab on Grade rc• 2,000 psi Structural Slab rc. p*l Wan* re. 2000 psi Joist* rc• 2.600 pit Other Reinforcing Steel - ASTM A-619 Grade 60 T.Iptcat Grade 40 Mold bent reinforcement) Mowry (CM - Grade N ) Grouted solid. ��� Structural �I - A6TM - Comector• - ASTM - Weld Electrode E10 Wood Sawn timber grade*) Joists F�1rINu ®eamb studs COlu n'lumber grade Ptywood grade endror Index P. 60 kei Py. 40 kat r'm• r+n• abet Fy•36 ksl Py•96 ksl Fy• 21 kat OF '2 or Better OF 'I Or Better Combinetlo n 424P) • Printed with FinePrint - purchase at www.fineprint.com DEC -15 -99 THU 02:84 PM BEIBANB_ENGR 206709641T P.08 BEISANS ENGINEERING ttor.comet nos, 6501 rRANCIS AYEN6 TOM SEATTLE. VASNINGTON 90107 t eo61769 -6617 PROJECT, Park Eau OB 4001 -A 130 Andover P01. !au TalonIa, OMNang{on 95106 I.AACI WHO. 93101 KM 1:1•140 mimmo n. JAB 2 CALCULAT ION SHEETS L0Ar,ING CRITERIA - ROOF AND /9R CEIL,'NO 13fuln roar area OCanopy or mansard root 00ther only pEAOLOAp6 Item Material Load - lift Roofing Roiled Asphalt Sheet 1.1 psi' D �� ng 22 Ca . Shallow Vercor Li per insulation Calling Instal Suspension System IB par Fixtures - mech. elec. misc. l8 WI Framing Roof Joists Purlens Plain 10 Steel Bar Joists 3.0 psf Total Dead Loads 100 per }.,LYE LOAD$ ONormal bed • 20 Yin'. Reducible Cu 0.06% per ft' for areas greater than 100 N' to a maximum reduction of mote or reduelbb to d Oft' for areas greater than 600 /t'. ONonnal load on roof Mlth *Igoe of 4112 or more - 16 41st. Reducible by 0.06% per It! for areas greater then 150 ft to • maxiwm1 reduction of 2011 or reducible to 4 *at' for areas greater than 200 N'. 12 •1N' over 600 0 Normal toad on roof Dint slope of 12.12 or more • n lift'. ® Snow load -29 4ft'9nom•red+clble ®recuclale OSl (Loadr40 - 081 sat for each degree over 20 0 Ceiling load only - 10 lift'. ❑ Increase In Fla eno Fur of 287► allowed rw duration of load ® Increase In Fb and Fur of l0% allowed for duratiol of toad. DEC -15 -99 THU 02184 PM BEIBANB -6MGR 20666966IT P.04 SEISAN5 ENGINEERING nlbarla t 601014•10) notation 6501 rRA14CI5 Avenue IO7TN SEATTLE. VASNIN0TaN 95102 r 206,759 -6617 PROJECT. Pan. Eau a8 4001 -• 130 Anc aver Park Bast TJaNY, 6l* 10Igtan 40106 MAC fete. 99'01 son 0 -11.01 mows m. JAB CALCULATION SHEETS ROOF PLAN Printed with FinePrint - purchase at www.fineprint.com DEC -15 -99 THU 02:55 PM HEIOAHO_ENGR 2067096617 P.05 BEISANS ENGINEERING 11.Iit1... wamum nmana6 6501 ru..CIS AVENUE 1aRT11 SCATTt.0. .93H1NGTON 90103 0006) 709-6617 PROACT. PAnt Um* 09 4001 -• 130 Au100VI I/ Pi % 04.1 %%PLO. IWAM610n 08100 _4c, .t,_.1• 15!:01 --- •I.13.159 l CALCULATION SHEETS ROOF PLAN Printed with FinePrint - purchase at www.fineprint.com a DEC -15 -99 THU 02:59 PM Di IOANC -ENGR BEI5AN5 ENGINEERING 1T P.06 st_n.% 1sp.nr 19K•104 6501 1RANC13 9.43111£ 1PTI. KAtt1C. I1ASn I NGt0N 98103 •0061700 -6611 91111A CT. PP% G.1 08 4001 -A 00 A11OOY61 PAh East 11155115. Wo*6 ton 50150 mmo ..a. 99501 Eau 0 -13 -99 99P919 n__JdD s9rt rj CALCULATION SHEETS le* Lio'L EQUIPMENT PLAN -FDDF 1144•■4 cam DEC -10 -99 THU 02:86 PM DEI0AN6 —ENGR 2067696617 P.07 13E15ANS ENGINEERING. :.uc,tar 02MMU a uocaIOu 6301 FRANCIS AVENUE 1819TM SEATTLE. YAIMIMITON 10103 02061789-4617 PROJECTk Park Cast 0! 40m1•A 010 Jtnaaw Pam. East hiylb. elW6,gton 00,80 wo c. n:.su 93101 YTL. 17 -11-00 R.ws n_ __Lap 1rt• CALCULAT ION SitE TS • sT1 700 IBS. RRW 03'— J • 1700 RINAL 700 EQUIPMENT Printed with FinePrint - purchase at www.fineprint.com DEC —L0 -99 TNU 02:86 PM DEISAHB -6NGR BEISANS ENGINEERING earl FRANCIS AVURA NORTH SEATT64 wAaHINOTCN epics 17 P. OB 000,7•840,7 PROJQGT: Perk East 8•10014 130 Andover Part East TWaNIa. WA 38188 RIM NUMMI Osto Ps:pnad 8171 Mug 1" 88101 IDIa188 JAB a DEC -13 -99 TMU 02:37 PM IQ 10ANIF—,6MplEt, - 2067 09 617 P.09 __.._ 0*ANS• - 0N9INE4RING -_._.- 9601 rRANCO- AVENUE; NORTH • MEAT .E.WA6MIN6TO& COI CO . 1401010:0111.._ . PROJECT. Park East V.4001 -A T. 9�1bt. l . aR , 49 t 180 alsW Andover Perk 90188 ►aa�0o� sm' TuklMta. Washington 9 l• r H 4i1r`: it • • Printed with FinePrint - purchase at www.fineprint.com DEC -13 -99 THU 02130 PM $Q10�$ QMGR 206739 6l7 • BE ttISANS ! EN01NEEtR is tow FRANCIS AVEIWE'NORTN • OSATatJI.NYABMMOTON •- .. ! a r4= Part Olt ¢E4001. . _ :awed Ot 1811. .YY 88 981 _.... _ AA -- ,1: �' � (Sc 6PS- ;ibt..50 -z •i •?�fir. wa - ....__,,10_s4 s-8- . 1,-100..'(,of4r7C 4.EsT ,. , P.1.0 • i..��Y - is • . :. • N1MA,�: !'9g ntac? • DEC - 111 -99 TNU 02:39 PN pEIORN$,E:•yCR 20670945617 P.11 BEI A►NS ENGINEcRING 0601 Pamela mean Mahn • - 2241.IIE.W4814210TQ i 08101. . . . 7• • 9001 - Pat1t Peet 8E08014. renew 180 Andover Perk Pan _ TLkrdla. Walt n ; 08108 • i • t:ALCUl 410N 8►1Eers . Y.' Wtl Y zi�' r'' '. PSj► ri 4Z6 1 A, - F „Jo,. V-krv‘tr0 • • :I 14- • a:t• : 6 t- Printed with FinePrint - purchase at www.fineprint.com ;:, 1�1• DEC -18 -99 TNU 02:40 PM BEIBPNO -ENGR 2067096617 OE184318 HM IO 6801 Francis Avenue 11. � 8.WA 00103 TeYPAX doe) 7896011 DESIGN W1ND PRESSURES PER 1997 UNIFORM B11I1.D1tIG can Bask Wind speed - q,. 0.00256 X V ^2 X Ip Importance Factor - Primary Frames ands Vertical Paneled Area 014814.140 6) Vertical Projected Arm O,idilda40 8) Ha>acaal Predeaed Arm Horn. Pit. Area • Panla y Sodwed Btmatttas Blemeaa aid Components Wall Elmwlaq 811010184 dad VDCOdOaed 8tlamaes Partiallysaaoad 8Incoms Parapet walls itoolltlements Enclosed and Unenckeed Slntmaea Partially linckwed Sanctus Elena 1s and Coa{ponenls al Diteo- Alerttlo Wall Comers Eau Bakes. or Ridges w/o Overba gs Blapec3 :12 3:12591ope Ovaasngs ®Haves. Rates, Rldpnt and Canonic+ S1opoQ:12 Only Signs, Poles and Minor Structures 80 MPH. Exposure B 16.4 pa 1.00 P.12 12114/99 P80e q ' Ell IrEE E I E37 CUED] ma mum IIICI Enil E EI rue en ur_ i pia t] IL'J FX•• ED •IIEIITE3I11ItiIcaMUM EMI EMI Ell EOM M EEO E D EMI Ell - :.EPEn103EIE]illh I 1I 11MSIIMIII•IIIIIIIMII•ISIEIM €; - : :,E DEE11E1 111!]Kd]m ED ing E1h3ETA —DEM Fria VIII FM - -: ELI FID EMI EMI FRI ITD FM MEI EU E l Ern tID FEE fail EEO ® Enna FME X] s_F33310allilEII2E]E:rIE D CIE t n11E1CFI III -_ ''- 11.3 13.4 16.3'met 11.8 23.9 23.9 ®m !Yates) 1) wall ace taward/ontward panne mown. sro Table 1641. 1997 UBC 2) Element deed o0mpmmt Cq based on 10 dtlsbmtq art. Sienna 0.3 nom Cq car tributary area or 100 2) TYibaary area ales Or at * a sod aamp3oeou -1.000 st Load pram= atdho. d> Qtl6pOraedimeOffiWthe! esterd10Aa0 .10Olebmswidthohbemexmro. �) Rcatpteawruo ataaaedatmrmrodLdntt. Jsc ?1 I`1.11tof • DEC -15 -99 THU 02141 PM BEISANS -ENGR 2067096617 BE15AN5 ENGINEERING C130.n.6 l.a anal 1301 FRANCIS Avra33 1411T9 SU.TTLC. VASNINGTDN 98102 1206)709 -6617 P.1E PRELCCI. P %6a.t 8E 400I.A 170 Andes r Pa,t NH: 8.94111. NaaMneton 40186 .4K6+ WR,I41EN - ......��Z� -- w..rr. CALCULATION SHEETS n L.L. CALCULATION SHEE'r� Printed with FinePrint - purchase at www.fineprint.com DEC -15 -99 THU 02142 PM DESBRNS -fiNGR 2067096617 BEI5AN5 ENGINEERING 6201 rRN611 AV MS NDATN SIATTLC. VASN1NGTCb1 90102 02061759 -6617 P. 1• PRO.ILCT• Perk Gat 8 40001 -A LUD Anciewor Park But Twtu. 66084pon 45155 roan PrC 0.6 9Y .s..a0. w our CALCULATION SHEETS 1.5" 7.841 FLAT PANEL PCS DIRECTI NAL rj� FREQUENCY:1850 -1990 MHz WEIGHT: 18.4 LBS. WIND SURVIVAL: 125 MPH 443.11 m •17 1 s21...0/10 (WSrWawi 05 -02 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director GARY ABRAHAMS PO BOX 1557 BOTHELL WA 98041 RE: Permit No. D10 -119 130 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 06/20/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 06/20/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File: Permit File No. D10 -119 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director November 16, 2010 Gary Abrahams T- Mobile USA PO Box 1557 Bothell, WA 98041 RE: Request for Extension Development Permit No. D10 -119 T- Mobile USA —130 Andover Pk E Dear Mr. Abrahams, This letter is in response to your written request for an extension to Permit Number D10 -119. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through June 20, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D10 -119 W:\Permit Center\Extension Letters\Permits\2010\D10 -119 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Page 1 of 1 Jennifer Marshall - Permit no. D10 -119, request to extend permit for 180 days (SE04001, Park East) From: "Gary Abrahams" To: Date: 11/10/2010 2:01 PM Subject: Permit no. D10 -119, request to extend permit for 180 days (SE04001, Park East) CC: "'Gary Abrahams'" Hi Jennifer: This is a request to extend building permit no. D10 -119 from 12/22/10 to 6/22/11. The project has taken longer than anticipated due to budget and cost issues, and we are planning on moving this forward in 2011. Please let me know if you have any questions. Thanks, Gary Abrahams For T- Mobile USA 206 - 349 -4279 e, g, ic) gra/t1 /66 1z1 If- 16 -2DV0 166P I2-22I10 tIk P.ti IUI tI file: / /C:\ temp\ XPGrpWise \4CDAA5AAtuk- mail6300 -po l 0016B6D361884F 1 \GW } 0000... 11/10/2010 1 Jim Haggerton, Mayor epartment of Comm ralty evelopment Jack Pace, Director 11 -01 -2010 GARY ABRAHAMS PO BOX 1557 BOTHELL WA 98041 RE: Permit No. D10 -119 130 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/22/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 12/22/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, „kt ifer Marshall it Technician File: Permit File No. D10-119 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 June 8, 2010 r ity of Tukwila Jim Haggerton, Mayor epartment of Community evelopment Jack Pace, Director Gary Abrahams PO Box 1557 Bothell, WA 98041 RE: Correction Letter #1 Development Permit Application Number D10 -119 T- Mobile USA —130 Andover Pk E Dear Mr. Abrahams, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Courtney Thompson at 206 431 -2164 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, shall ician encl File No. D10 -119 JAG& WAPennit Center \Correction Letters \2010\D10 -119 Correction Letter #1 ,DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS June 7, 2010 Gary Abrahams D10 -119 130 Andover Park East Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Courtney Thomson is the planner assigned to the file and can be reached at (206) 431 -2164. 1. Applicant must apply for a Wireless Communication Facility Permit before the above referenced permit can be approved. Refer to Tukwila Municipal Code chapter 18.58. � OERMBT C90RD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -119 PROJECT NAME: T- MOBILE USA SITE ADDRESS: 130 ANDOVER PK E DATE: 06/09/10 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works ❑ n Fire Prevention Structural (/ atMto P a rang Division nPermit Coordinator 1 n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: )(1 Incomplete DUE DATE: 06/10/10 Not Applicable o Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: g DUE DATE: 07/08/10 Not Approved (attach comments) El DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 op Et,') P PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -119 PROJECT NAME: T- MOBILE USA SITE ADDRESS: 130 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # DATE: 05 -06 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 4S- S uilding''Di is n 1 F'uDIic Works (� il--c 0 (, S'ly.(O ire Prevention 11 Structural ❑ Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 05 -11 -10 Not Applicable U Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-08-10 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �, CORRECTION LETTER MAILED: VII 0 q �j Y Iw Departments issued corrections: Bldg ❑ Fire ❑ Ping)4 PW ❑ Staff Initials: l — ���'���/ "111111 • Documents/routing slip.doc 2 -28 -02 City • Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http: / /www.ci. tukwila. wa. us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (D J 43/2--C2 C7 Plan Check/Permit Number: D (v ' 09 ❑ Response to Incomplete Letter # g Response to Correction Letter # j ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: l ' f'1,b, L, cSA 130 - 1I6v -Flint E pia ry A hrK.I�avvt/S ` Phone Number: Summary of Revision: gos pr ?2�P air/echo-24 C� rev # / freryn L y Pe'y `l01le go 1�aGW i S , A- W;reffs5 (z urn'4>�� IS not Ye ui�l'YSJ Since 1.P ?'p5/iil/ Wiif(p5 ((t 1i IAA Zo(,-314 " 112-7c/ (ovr'iyie 7h 7 z wz, Fzc, /i �� ipPit tf Grer5YeVe 111 rsv L� CITY OF TIVKVILA JUN 0 9 2010 PIFRAa�r,.. -.._ R Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �" v Entered in Permits Plus on i. / 0 H:Wpplications\Forms- Applications On Line \2009-08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 Contractors or Tradespeople P,ri ter Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Legacy Telecommunications Inc UBI No. 602018360 Phone 2538580214 Status Active Address Po Box 360 License No. LEGACTI005KD Suite /Apt. License Type Construction Contractor City Burley Effective Date 5/4/2000 State Wa Expiration Date 5/21/2011 Zip 98322 Suspend Date County Kitsap Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Tracy, James M aNbsp; 01/01/1980 Amount Tracy, Ryan J aNbsp; 01/01/1980 09HPS31070 Tracy, Sarah J ENbsp; 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 COLONIAL AM CAS E SURETY OF MD LPM4040064 05/01/2002 Until Cancelled $12,000.00 07/22/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 10 ALASKA NATIONAL INS CO 09HPS31070 08/01/2009 08/01/2010 $1,000,000.00 07/27/2009 9 ALASKA NATIONAL INS CO 08HPS31070 08/01/2008 08/01/2009 $1,000,000.00 07/28/2008 8 ALASKA NATIONAL INS CO 06HLS31071 08/01/2006 08/01/2008 $1,000,000.00 07/19/2007 7 ALASKA NATIONAL INS CO O4HLS3107 1 08/01/2004 08/01/2007 $1,000,000.00 07/27/2006 6 CEONTURYINS CCP254039 05/01/2004 05/01/2005 51,000,000.00 05/04/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 06/25/2010 PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By:, Date: LATITUDE 47° 27' 31" N FXLE COPY Penult No. 7t0 , r - -tiew approval is subject to errors and omissions. ! of construction documents does not authorize Lion of j adopted code or ordinance. Receipt A led � (. • py • - • "ons is acknowledged: ,y Adi!Ao Date /0 fl City Of lbicwila BUILDING DIVISION SEO400I A LONGITUDE 122° 14' S7" W REVIEWve POR CODE COMP._jgNCE APn n F0 JUN i 1 2010 .A City of (wila BUILDING lvISIoN REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: revisions will:equire a new plan submittal and may inclu.lde additional plan review fees. PARK EAST 130 ANDOVER PARK EAST TUKWILA, WA 98188 SITE NUMBER: GENERAL LOCATION MAP r >., :` y l ".�. \I) .Bakse..B;Ivd tra�der.aG ! ":free Gue: t,- s's Sc�iatrg . 1 �v:27,t$1:51? I Gdcrrppard'Seratfl," Teeett =Cy:.. VICINITY MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION FROM T- MOBILE BOTHELL 4 OFFICE: 1. TURN LEFT TO MERGE ONTO 1 -405 S TOWARD RENTON 23.4 MI 2. TAKE EXIT 1 FOR WA -181 S TOWARD TUKWILA/W.VALLEY HWY0.3 MI 3. TURN RIGHT AT INTERURBAN AVE S/WA -181 S CON` -INUE TO FOLLOW WA -181 S 0.7 MI 4. TAKE THE 3RD RIGHT ONTO STRANDER BLVD 0.2 MI 5. TURN RIGHT AT CHRISTENSEN RD DESTINATION WILL BE ON THE LEFT 0.2 MI DISTANCE: 25.3 MILES APPROXIMATE TRAVEL TIME: 28 MINUTES CONTACT TITLE CONTACT INFORMATION PROPERTY OWNER: PARK EAST REAL ESTATE LLC C/O IRONWOOD INVESTMENTS 1501 NORTH 200TH ST SHORELINE, WA 98133 PROGRAM MANAGER: TELCOPACIFIC LIZ CARRASQUERO 15340 NE 92ND STREET, BUILDING D REDMOND WASHINGTON 98052 OFFICE #: 206 - 351 -8122 T- MOBILE PROPOSES TO UPGRADE EXISTING EQUIPMENT PLATFORM TO ACCOMMODATE PROPOSED PURCELL CABINET. SWAPPING OUT AN EQUIPMENT CABINET FOR A PURCELL CABINET. ZONING INFORMATION SITE NUMBER: SE04001A SITE NAME: PARK EAST SITE ADDRESS: 130 ANDOVER PARK EAST TUKWILA, WA 98188 CONSTRUCTION PROJECT MANAGER: TELCOPACIFIC ADAM GLENN 15340 NE 92ND STREET, BUILDING D REDMOND WASHINGTON 98052 509 - 741 -0568 PROJECT INFORMATION PARCEL #: 0223100040 CURRENT ZONING: C - COMMERCIAL JURISDICTION: TUKWILA GOVERNING CODE: 2006 IBC CONSULTING ENGINEER: B.J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 MOBILE #: 206 - 851 -1106 BUILDING TYPE: _. Evans Black teert':I Screen Pri of r} earner Audi '1�. Sorrtticerter" 5 v Ilrrprey . F�rk7bci it3rrY(.5' av�r^7'a t�la "R i;'ne'or 454 ... ,. 3aker Blvd 13akerBly i WS Hea11tnvotks € bur,I_III SITE TYPE: UNSTAFFED TELECOMM FACILITY UTILITY PURVEYOR POWER COMPANY: TELCO COMPANY: XXXX XXXX SITE ACQUISITION: TELCOPACIFIC GARY ABRAHAMS 15340 NE 92ND STREET, BUILDING D REDMOND WASHINGTON 98052 206 - 282 -2357 THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. T- MOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY T- MOBILE EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B SECTION 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION. T- MOBILE MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. DRAWINa INDEX DWG: DRAWING DESCRIPTION: T -1 TITLE SHEET & PROJECT DATA G -1 GENERAL NOTES A -1 OVERALL SITE PLAN A -1.1 SITE PLAN A -1.2 ENLARGED SITE PLAN A -2 SITE ELEVATION A -3 BTS EQUIPMENT SHEET A -4 GENERAL DETAILS b14 '11 DWG: DRAWING DESCRIPTION: SEPARATE PERMIT REQUIRED FOR: echanicai Electrical Iumbing as Piping City of Tukwila BUILDING DIVISION RECEIVED MAY 06 2010 PERMIT CENTER APPROVAL /SIGN OFF OF CONSTRUCTION DRAWINGS LEGAL DESCRIPTION ZONING: TELCOPACIFIC GARY ABRAHAMS 15340 NE 92ND STREET, BUILDING D REDMOND WASHINGTON 98052 206 - 282 -2357 CODE COMPLIANCE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. ABBREVIATED PER KING COUNTY ASSESSOR WEBSITE: ANDOVER INDUSTRIAL PARK #2 PORTION TAXABLE. RF ENGINEER: T- MOBILE DARRYL SALK 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 MOBILE# 425 - 770 -0006 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL RESIDENTIAL CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FUEL GAS CODE 2006 NFPA 54 - NATIONAL FUEL GAS CODE (PROPANE INSTALLATIONS ONLY) 2004 NFPA 58 - LIQUIEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 2006 INTERNATIONAL FIRE CODE 2006 UNIFORM PLUMBING CODE 2005 NATIONAL ELECTRICAL CODE 2007 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES ANSI / TIA / EIA - 222 - G NFPA -101 - LIFE SAFETY CODE CONSULTANT GROUP SIGN OFF LANDLORD'S REPRESENTATIVE: DATE: CONSTRUCTION COORDINATOR: DATE: PROJECT MANAGER: DATE: SITE ACQUISITION: DATE: ZONING: DATE: RF ENGINEER: DATE: SAFETY PRECAUTION SHALL BE IMPLEMENTED BY CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDS CALL 3 WORKING DAYS BEFORE YOU DIG 811 UTILITIES UNDERGROUND LOCATION CENTER (I D, MT,ND,OR,WA) TEUCATV- ORANGE PROPOSED - WHITE WATER - BLUE ELECTRIC - RED SEWER - GREEN GAS /OIL - YELLOW SURVEY - PINK T m • = PROJECT INFORMATION: PARK EAST SE04001 A 130 ANDOVER PARK EAST TUKWILA, WA 98188 —ISSUED FOR: BUILDING PERMIT — REVISION HISTORY: CHK. APPV. NO. DATE: DESCRIPTION: BY: BY: © 5/3/2010 REV CABINETS BJT LC © 4/30/2010 REV PER REDLINE ISSUED DESIGN REVIEW BJT BJT LC LC e4/27/2010 =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 -DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ AM — LICENSURE: 4 • (* WAS!' J' %.. ; �iQ z tea' o ♦J 0 '37041 AcirS'l'v ' i^ : q — , /ONAL VC � #rk — EQUIPMENT: STRUCTURAL UPGRADE OF PLATFORM. — DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: TITLE SHEET tIb U' = DRAWING NUMBER: GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T- MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER VERBALLY AND IN WRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S /ENGINEER'S SIGNED WET STAMP. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T- MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T- MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNO. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH - 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 11/2 IN. 5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES TO RECEIVE EXPANSION /WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 6. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED PROCEDURES. 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2 % TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. SITE WORK NOTES: 1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. 7. THE AREAS OF THE CUSTOMERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. 8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, MEDIUM TP COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: SIEVE SIZE PERCENT PASSING 3/8" 100 NO. 4 MESH 60 -90 NO. 8 MESH 0 -45 NO. 16 MESH 0 -25 NO. 100 MESH 0 -2 NO. 200 MESH 0 -2 9. BMP'S FOR TEMPORARY EROSION /SEDIMENTATION CONTROL SHALL, BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. ABBREVIATIONS AC AFF AFG AFS ALUM AB L ARCH BTS BLDG BM BOT B.O. BOC BOS CJ CLG CLR CMU COL CONC CONST CONT CTR DIA /0 DTL (E) EA EJ ELEC EL EQ EW EXP EXT FD FIN FIN FLR FLR FTG GA GALV GYP GB HM HOR HR HT HVAC INSUL INT AIR CONDITIONER ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER • DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC /ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR QJ.H JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPNG OPP (P) PCS PR PSI PSF PT RAD RD REINF REQ'D RM R/W SCHED SECT SF SIM SQ FT SS STD STL STRUC TEMP THK T.O. TOS TOC TYP UNO VCT VERT W/ WWM LEGENDS & SYMBOLS CHAINLINK FENCE CEDAR FENCE POWER TELCO POWER /TELCO OVERHEAD COAX COAX OVERHEAD POWER CENTERLINE REVISION BUG ELEVATION VIEW BUG ELEVATION DETAIL BUG SECTION BUG b1oui X X P T T/P OHC COAX OH P T T/P JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PROPOSED PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED /REINFORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWIS VINYL COMPOSITION TILE VERTICAL WITH WELDED WIRE MESH X X OHC COAX OH REVIEWED FOR CODE COMPLIANCE APPROVED JUN 11 2010 City of Tukwila BUILDING DIVISIfN P P T T T/P T/P OHC OHC COAX COAX OH , TOP OF ... EL 0' -0" OH DETAIL NUMBER SHEET NUMBER 8\--- DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER RECEIVED MAY 06 2010 PERMIT CENTER T 1\4 b•ii = PROJECT INFORMATION: PARK EAST SE04001 A 130 ANDOVER PARK EAST TUKWILA, WA 98188 FOR: F.-ISSUED BUILDING PERMIT - REVISION HISTORY: CHK. APPV. NO. DATE: DESCRIPTION: BY: BY: © 5/3/2010 REV CABINETS BJT LC © 4/30/2010 REV PER REDLINE BJT LC e4/27/2010 ISSUED DESIGN REVIEW BJT LC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 -DRAWN BY: CHK. BY: =APPV. BY:- LLICENSURE: AAL BJ AM .r II 0 �1 ' Off. Vii <1,SI1 ,s �, /4 _1- 3704 1 - EQUIPMENT: STRUCTURAL UPGRADE OF PLATFORM. -DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: GENERAL NOTES = DRAWING NUMBER: APN #0223000030 EVANS BLACK RD APN #0223100035 APN #0223100038 APN #0223100080 ANDOVER PARK E APN #0223000062 APN #0223100040 r — - -_n_ J I 1 -1 I (E) BUILDING W/ (E) T- MOBILE EQUIPMENT LEASE AREA ON ROOFTOP (SEE SHT. A -1.1 FOR ENLARGED SITE PLAN INFORMATION) BAKER BLVD APN #0223100099 OVERALL SITE PLAN 22x34 SCALE: 1" = 40' 11x17 SCALE: 1 " =80' 40' 0 20' 40' 80' ■ +1 N. 0 i CHRISTENSEN RD 1 APN #2523049077 1 APN #2523049077 1 APN #2523049078 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 1 2010 City of Tukwila BUILDING DIVISION btO' IIc! - - 014 g0 2011 RECEIVED MAY 06 2010 PERMIT CENTER T vi • = PROJECT INFORMATION: PARK EAST SE04001 A 130 ANDOVER PARK EAST TUKWILA, WA 98188 — ISSUED FOR: BUILDING PERMIT — REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: BY: © 5/3/2010 4/30/2010 4/27/2010 REV CABINETS REV PER REDLINE ISSUED DESIGN REVIEW BJT BJT BJT LC LC LC © 0 =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 -851 -1106 -DRAWN BY: CHK. BY: =APPV. BY:—' AAL BJ AM — LICENSURE: * l vi•E041 iv v' Off' WAS/ '14' 4 . ) ,; ,r^ .. ;) [" F.-, S± X114 0 4 370IA S7oML \ a tW .4 �+ If �iQ — EQUIPMENT: STRUCTURAL UPGRADE OF PLATFORM. ,— DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: OVERALL SITE PLAN = DRAWING NUMBER: (E) T— MOBILE ANTENNA (NO CHANGE) (E) BUILDING (E) PLATFORM TO BE REPLACED W/ (P) EQUIPMENT PLATFORM (SEE SHT. A -4, DETAIL 4 FOR SLEEPER FLASHING) (SEE STRUCTURAL REPORT BY PYRGOS ENGINEERING DATED 1 -19 -2010 FOR ADDITIONAL DETAILS) (SEE SHT. A -1.1 FOR ENLARGED SITE PLAN -1 1 IIIIIIIIIII �IJ uJu�_u� I knTn -rnT� II 1 IIIIIIIIIII II (E) T— MOBILE BTS EQUIPMENT TO BE REPLACED W/ NEW CABINETS AS SHOWN ON SHT. A -3 (SEE SHT. A -1.1 FOR ENLARGED SITE PLAN) (E) CABLE TRAY (RECONFIGURE (E) CABLE TRAY AS REQUIRED TO ACCOMMODATE COAX ROUTING FOR NEW EQUIPMENT PLATFORM) (E) ROOFTOP SITE PLAN 22x34 SCALE: 1/8" = 1' 11x17 SCALE: 1/16" = 1' (E) T— MOBILE ANTENNA (NO CHANGE) (E) T— MOBILE ANTENNA (NO CHANGE) NOTE: NOTE: REVIEWED FpR CODE COMPLIANCE APPROVED JUN 11 2010 City of Tukwila BUILDING D1VISION ' u 2; 0X011 RECONFIGURE (E) POWER /TELCO CONDUITS TO T— MOBILE EQUIPMENT AS REQUIRED FOR NEW EQUIPMENT PLATFORM. CONTRACTOR TO DEMO (E) PLATFORM & ATTACHMENTS,. MAKE ALL ROOFING REPAIRS AS NEEDED. CONTRACTOR SHALL USE BUILDING PREFERRED ROOFING CONTRACTORS. b10- licl RECEIVED MAY 06 2010 PT MR ■■Mobi1e• .. = PROJECT INFORMATION: PARK EAST SE04001 A 130 ANDOVER PARK EAST TUKWILA, WA 98188 - ISSUED FOR: BUILDING PERMIT - REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: BY: A5/3/2010 REV CABINETS BJT LC ® 4/30/2010 REV PER REDLINE BJT LC e4/27/2010 ISSUED DESIGN REVIEW BJT LC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ AM - LICENSURE: *P,4it i 1 1.1 O +� A S • OY �Ui1,g7�' rI 4,'?. 170 41 `1 f � , /S'111����``' �s /ONALl' 06-'0 ! v - EQUIPMENT: STRUCTURAL UPGRADE OF PLATFORM. - DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: SITE PLAN = DRAWING NUMBER: ■ ■ —� I I J 1 (E) ROOFTOP (E) CABLE TRAY (RECONFIGURE (E) CABLE TRAY AS REQUIRED TO ACCOMMODATE COAX ROUTING FOR NEW EQUIPMENT PLATFORM) (E) PLATFORM TO BE REPLACED W/ (P) EQUIPMENT PLATFORM (SEE SHT. A -4, DETAIL 4 FOR SLEEPER FLASHING) (SEE STRUCTURAL REPORT BY PYRGOS ENGINEERING DATED 1 -19 -2010 FOR ADDITIONAL DETAILS) • • 1- +- --t-t---- -I-- 4- .T� II II II II II (E) COLUMN BELOW (TYP) (E) MCPA CABINET MOUNTED TO END OF EQUIPMENT PLATFORM r _ J L rRFvibvv0 FOR ;Oft lOMPLIANCE 44-/Cer1nayE (E) BEAMS (TYP) (E) T- MOBILE BTS EQUIPMENT TO BE REPLACED W/ NEW CABINETS AS SHOWN ON SHT. A -3 II II II II II II II 34' ± oi11'LU10 City Of Tukwila ww1'1G DIVISION (E) POWER/TELCO CABINET MOUNTED TO END OF EQUIPMENT PLATFORM (E) COLUMN BELOW (TYP) 34' ± (E) ROOFTOP SITE PLAN 22x34 SCALE: 1/4" = 1' 11x17 SCALE: 1/8" = 1' g>el JUN 20 2011 NOTE: RECONFIGURE (E) POWER /TELCO CONDUITS TO T- MOBILE EQUIPMENT AS REQUIRED FOR NEW EQUIPMENT PLATFORM. NOTE: CONTRACTOR TO DEMO (E) PLATFORM & ATTACHMENTS, MAKE ALL ROOFING REPAIRS AS NEEDED. CONTRACTOR SHALL USE BUILDING PREFERRED ROOFING CONTRACTORS. RECEIVED MAY 06 2010 PERMIT CENTER T m • = PROJECT INFORMATION: PARK EAST SE04001 A 130 ANDOVER PARK EAST TUKWILA, WA 98188 — ISSUED FOR: BUILDING PERMIT — REVISION HISTORY: CHK. APPV. NO. DATE: DESCRIPTION: BY: BY: © 5/3/2010 REV CABINETS BJT LC © 4/30/2010 REV PER REDLINE ISSUED DESIGN REVIEW BJT BJT LC LC e4/27/2010 PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 -DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ AM, — LICENSURE: .� • 0. \VW,/ �l �, :.' �� �4 J� 317 o4 1 S' /OIL \' :' �4 ¶/oq/MO — EQUIPMENT: STRUCTURAL UPGRADE OF PLATFORM. — DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: ENLARGED SITE PLAN = DRAWING NUMBER: A 2 CONTRACTOR TO DEMO (E) PLATFORM & ATTACHMENTS, MAKE ALL ROOFING REPAIRS AS NEEDED. CONTRACTOR SHALL USE BUILDING PREFERRED ROOFING CONTRACTORS. T- MOBILE BTS EQUIPMENT (SEE SHT. A -3 FOR CABINET INFORMATION) (P) EQUIPMENT PLATFORM (SEE STRUCTURAL REPORT BY PYRGOS ENGINEERING DATED 1 -19 -2010 FOR ADDITIONAL DETAILS) (E) MCPA CABINET MOUNTED TO END OF EQUIPMENT PLATFORM (E) POWER/TELCO CABINET MOUNTED TO END OF EQUIPMENT PLATFORM !t4* ` , ' • ' 4 WD `' rry�� REVIEWED FOR CODE COMPLIANCE APP S ±`ova) JUN 1 1 2010 T m • • . . . . ... . . • . . . .. . . . .. . ... .... . . = PROJECT INFORMATION: PARK EAST SE04001 A 130 ANDOVER PARK EAST TUKWILA, WA 98188 / / - / BUILDING PERMIT - P NO. DATE: DESCRIPTION: CHK. APPV. BY: BY: / / / 0 © / REV CABINETS REV PER REDLINE ISSUED DESIGN REVIEW BJT BJT BJT LC LC LC © e4/27/2010 =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 -851 -1106 -DRAWN BY: CHK. BY: =APPV. BY:- . . . . /1‘-›X. . 17/ '1\N LICENSURE: • Ol WASj1 <, ;► /_, 370 }1 C. '14 /1S'l'I z�' k ;`' � 0G-0q / ////. 17 EQUIPMENT: / STRUCTURAL UPGRADE OF PLATFORM. ////. p/ DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. / 17/' DRAWING TITLE: SITE ELEVATION = DRAWING NUMBER: A 2 pi fFs .1, . . ..,- //i_ / / / 0 /0 ,14.wit !t4* ` , ' • ' 4 WD `' rry�� REVIEWED FOR CODE COMPLIANCE APP S ±`ova) JUN 1 1 2010 T m • = PROJECT INFORMATION: PARK EAST SE04001 A 130 ANDOVER PARK EAST TUKWILA, WA 98188 - ISSUED FOR: BUILDING PERMIT - REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: BY: © 5/3/2010 4/30/2010 REV CABINETS REV PER REDLINE ISSUED DESIGN REVIEW BJT BJT BJT LC LC LC © e4/27/2010 =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 -851 -1106 -DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ AM - LICENSURE: • Ol WASj1 <, ;► /_, 370 }1 C. '14 /1S'l'I z�' k ;`' � 0G-0q / - EQUIPMENT: STRUCTURAL UPGRADE OF PLATFORM. - DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: SITE ELEVATION = DRAWING NUMBER: A 2 (E) NOKIA ULTRASITE CABINET TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 1 2010 City of Tukwila BUILDING DIVI,41(ThJ (P) PURCELL POWER CABINET (P) PURCELL POWER CABINET (E) NOKIA ULTRASITE CABINET (P) NOKIA ULTRASITE CABINET EQUIPMENT CABINET ELEVATION A -3 / N.T.S. NOTE: MAXIMUM OF (3) STRINGS OF (4) NORTHSTAR VLRA BATTERIES MODEL #NSB- 170 -FT, IN PURCELL RACK. TOTAL ELECTROLYTE = (12) BATTERIES x 0.9 GAL /BATT = 10.8 GAL 1/2" x 5 -1/2" SIMPSON SS "WEDGE -ALL" ANCHORS (4 -1/2" MIN EMBED & TORQUE TO 60 FT LBS) (P) CABINET PLINTH (TYP) (P) PURCELL POWER CABINET PLINTH (TYP) BTS EQUIPMENT PLINTH DETAIL 3" EQUIPMENT WEIGHT (2) NOKIA ULTRASITE BTS: (1) PURCELL CABINET: 1480 LBS 2700 LBS TOTAL EQUIPMENT WEIGHT: 4180 LBS (P) PURCELL POWER CABINET (E) NOKIA ULTRASITE CABINET (P) NOKIA ULTRASITE CABINET 2' -6" L J REQUIRED MINIMUM SERVICE CLEARANCE -1 SERVICE CLEARANCE PLAN A -3 / N.T.S. NOKIA ULTRASITE CABINET CM JUN 2 0 2011 RECEIVED MAY 06 2010 PERMIT CENTER 0 0 11 iv, • 0 0 0 0 / 2. 6.. 4 o._1.. e._a.. BTS EQUIPMENT PLINTH DETAIL 3" EQUIPMENT WEIGHT (2) NOKIA ULTRASITE BTS: (1) PURCELL CABINET: 1480 LBS 2700 LBS TOTAL EQUIPMENT WEIGHT: 4180 LBS (P) PURCELL POWER CABINET (E) NOKIA ULTRASITE CABINET (P) NOKIA ULTRASITE CABINET 2' -6" L J REQUIRED MINIMUM SERVICE CLEARANCE -1 SERVICE CLEARANCE PLAN A -3 / N.T.S. NOKIA ULTRASITE CABINET CM JUN 2 0 2011 RECEIVED MAY 06 2010 PERMIT CENTER 11 iv, • = PROJECT INFORMATION: PARK EAST S E04001 A 130 ANDOVER PARK EAST TUKWILA, WA 98188 ISSUED FOR: BUILDING PERMIT — REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: BY: © 5/3/2010 REV CABINETS BJT LC © 4/30/2010 REV PER REDLINE BJT LC e4/27/2010 ISSUED DESIGN REVIEW BJT LC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206- 851 -1106 -DRAWN BY: CHK. BY: =APPV. BY:— AAL BJ AM — LICENSURE: .ry CTU.�l'� c* wSSJ ,r 4 ' h` p 17041 Ufa (0/.? : WS I1' `may oL L OP S; /ow1L1��, p er a — EQUIPMENT: STRUCTURAL UPGRADE OF PLATFORM. — DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: BTS EQUIPMENT DETAILS = DRAWING NUMBER: A 3 Z U) �j z coQ 2• U mZ w w H s Z CC 0 O - O U W12x30 r L T r 6' -0" �— 3' -6" CJP TOP AND BOT. FLANGE W12 PER PLAN (TYP) (E) ROOF SURFACE 2' -6" 2' -6" 2' -6" 24' ± (FIELD VERIFY PRIOR TO CONSTRUCTION) W12x30 W12x26 (TYP OF 5 PLACES) EQUIPMENT PLATFORM PLAN SCALE: NTS MINN TYP 3/16 3/16 242: i 2: i2; i! +!i!i!i2: 5t44 i*: *.4 : i!i2i!: 2 EQUIP. CABINET BY OTHERS PER PLAN UNLESS MORE STRINGENT REQUIREMENTS ARE SUGGESTED BY CABINET MFR. ATTACH CABINET TO BEAMS W/ (1) - 1/2 "0 A307 BOLT EA. CORNER, (4) -TOTAL PER CABINET 3/8" STIFF. PL. 3/16 (3) SIDES (TYP) 3/16 (E) COL. BELOW (TYP) W 12x26x6' -0" LONG (TYP) P.T. 8x8 HF #2 SLEEPER (TYP) (E) BEAMS (TYP) NOTE: SEE STRUCTURAL REPORT BY PYRGOS ENGINEERING DATED 1 -19 -2010 FOR ADDITIONAL DETAILS NOTES: 1. COORD. PLATFORM W/ EX. ARCH. AND STRUCTURAL ELEMENTS FOR COMPATIBILITY PRIOR TO CONSTRUCTION. 2. ALL STEEL SHALL BE HOT DIP GALV. 3. STEEL BEAMS SHALL BE ASTM A992 (FY = 50KSI) AND PLATES SHALL BE ASTM A36 (FY = 36KS1). 4. WELDING SHALL BE PER AWS B1.1, CURRENT EDITION, BY WABO CERTIFIED WELDERS. 5. USE KSI LOW HYDROGEN ELECTRODES FOR WELDING. 6. CONT. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL FULL PENETRATION WELDS. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 11 2010 City of Tukwila BUILDING DIVISION APPLY "FIRESTONE" ULTRAPLY TPO GENERAL PURPOSE SEALANT (OR APPROVED EQUAL) TO HEX -HEAD LAG SCREWS APPLY "FIRESTONE" WATER BLOCK SEAL (OR APPROVED EQUAL) TO U/S OF PLATE PRIOR TO INSTALLATION LAP NEW ROOF MEMBRANE TO EXISTING AND OVER TIMBER W12 PER PLAN (TYP) NOTE: CONTRACTOR SHALL USE EX. BLDG. ROOFER TO ROOF IN CONC. INFILL PAD AND SLEEPER SO THAT ALL EX. WARRANTIES REMAIN IN EFFECT. CJP TOP AND BOT. FLANGE 3/16 3/16 W12 PER PLAN 3/16 3/16 (E) INSULATION (E) METAL DECK (3) -SIDES (6) -EQ. SPACED 5/8"0x6" HEX -HEAD LAG SCREWS STAGGERED P.T. 8x8 SLEEPER PER PLAN 5/8"0 ALL - THREAD ROD @ 12" O.C. IN OPP. DECK FLUTES OF WELDED HEADED STUDS W/ HILTI HIT HY 150 MAX ADHESIVE AND 4" MIN. EMBED. 6" TALL x 2' -0" WIDE NORMAL WT. CONC. INFILL 5/8"0x4" WELDED HEADED STUDS @ 12" O.C. STAGGERED 18GA GLAV PREFINISHED SHEET METAL FLASHING OVER ENTIRE TIMBER. FLASHING MUST BE ONE PIECE (NO SEAMS) 8x8 PT TIMBER SLEEPER SOPREMA SUPRASEAL 1100 PEEL & STICK MEMBRANE OVER TIMBER CANT STRIP IF REQUIRED SLEEPER FLASHING DETAIL SCALE: NTS SECTION A -4 / SCALE: NTS FIT JUN 2,0 2011 bioit' RECEIVED MAY 06 2010 PERMIT CENTER T 1 i• = PROJECT INFORMATION: PARK EAST SE04001 A 130 ANDOVER PARK EAST TUKWILA, WA 98188 -ISSUED FOR: BUILDING PERMIT - REVISION HISTORY: CHK. APPV. NO DATE: DESCRIPTION: BY: BY: © 5/3/2010 REV CABINETS BJT LC © 4/30/2010 REV PER REDLINE BJT LC 0 4/27/2010 ISSUED DESIGN REVIEW BJT LC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 =DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ AM = LICENSURE: = EQUIPMENT: STRUCTURAL UPGRADE OF PLATFORM. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: GENERAL DETAILS = DRAWING NUMBER: A 4